HomeMy WebLinkAboutBUILDING ARCHITECTURAL PLAN+161-901
Ilk CEILING JOIST
+81-811 --- -
- SECOND FLOOR
101-011
1FINISH FLOOR
-01-311
TOP OF DECK
-31-311
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ASSUMED GRADE
A 1-0n
BOTT. OF GRADE
BEAM
EXISTING
ROOFING - -- -�
SYSTEM
EXISTING
CEILING
SYSTEM
30 YEAR ARCHITECTURAL
SHINGLES (TO MATCH EXISTING)
OVER PEEL AND STICK
UNDERLAYMENT OVER 5/8"
COX PLYWOOD SHEATHING
2X6 RAFTER
(2) 2X4 PT TOP PLATE
2X4 CAT @ 4' INCREMENTS
(TYP AT LOAD BEARING WALLS)
R-19 BATT INS. AT
2X6 CEILING JOIST
5/8" GYPSUM
CEILING (TYP)
1/2" GYPSUM (TYP)
(2) 2X10 HEADER W/
1/2" PLYWOOD FLITCH
RELOCATED IMPACT RATED
SLIDING GLASS DOOR
2X10 PT RIM JOIST
3/4" T&G ADVANTECH
SUBFLOORING (TYP)
R-30 BATT INS. 2X10 FLOOR JOIST @
16" O.C. (TYP)
A
I I
5/8" GYPSUM CEILING (TYP)
1/2" GYPSUM (TYP)
EXISTING
_ 2X4 SPRUCE CEILING BACKING
FLOORING -
(2) PT 2X4
SYSTEM
TOP PLATE
2X4 SPRUCE
OPENING -
IO HEADER
2"
HEADER
W/)1 PLYWOOD
EXISTING
FLOORING
SYSTEM
EXISTING
BASEMENT
WALL
01
MONO FOOTING (SEE
STRUCTURALS)
FLITCH
RELOCATED
ENTRY DOOR
4" CONC.
SLAB
8" STEM WALL (SEE
STRUCTURALS)
FRONT SECTION D
SCALE:1/2" = V-0"
CUSTOM FLY RAFTER
(TO MATCH EXISTING)
1/2" COX PLYWOOD TO STUD
W/ BD GALV. RING @ 8" O.C.
FIELD AND 4" O.C. JOINTS
SIDING TO MATCH
EXISTING
01
-50
(2) 2X10 PT RIM JOIST
DUXXBAK COMPOSITE
2X10 PT DECKING
LEDGER SLOPE 1/8" PER 1'-0" _
2X8 PT DECK JOIST
@ 16" O.C.
6X6 PT POST (TYP)
NOTE: RAILING AND STEP HAS BEEN 05
OMITTED YICALRRAIL NIL CLARITY. SEE
G DETAILS 7-
2XIO PT
LEDGER
STONEWORK SIDING TO
MATCH EXISTING
(2) 2X10 PT RIM JOIST
1X4 PT DECKING
2X10 PT DECK JOIST
@ 16" O.C.
CONC. POST L.
s FOOTING (SEE
STRUCTURALS)
1
o
+1 V-811
TOP OF WALL
L
+71-811
SECON
FLOOR
02
(SEE STRUCTURALS) (SEE STRUCTURALS)
DECK AND BALCONY SECTION B-B
SCALE: 1/2" = V-0"
EXISTING RAFTER -
EXISTING CEILING
JOIST
EXISTING 2X4 WALL
EXISTING FLOORING - --
2X6 FRAMING W/ SIMPSON
SOS 1/4"X3 1/2" SCREW
INTO EXISTING RIM JOIST
2X4 BACKING @ 24" O.C.
1/2" COX PLYWOOD
iD
+QQQ
I_311
TOP OF
BALCONY
' 03 l
5-503J
-0'-3"
TOP OF
DECK
-3-311
ASSUMED
GRADE
EXISTING RAFTER '
EXISTING CEILING
JOIST
SECOND FLOOR STEP SECTION E
'03 I
(2) 2X4 PT TOP PLAT
2X4 BACKING @ 48" O.0
1/2" GYPSUM (EAC1
SIDE), OVER 2X,
SPRUCE STUD:
@ 16" O.C. (TYP
PARTITION WALLS
2X4 SPRUCE BOTT
PLATE W. SIMPSOI
SDS 1/4"X3 1/2" SCREV
INTO 2X BACKIN(
FOR
IANC
U NT)
ARCHITECTURAL SECTIONS
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
W W W.GDCFLORIDA.COM
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ISSUED IN PROGRESS ❑
ISSUED FOR REVIEW ❑
ISSUED FOR BIDDING ❑
ISSUED FOR PERMIT ■
ISSUED FOR
CONSTRUCTION ❑
L/ABILITY NOTE
THIS 15 THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
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10HN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN SY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
A-302
I"OUNDA`I" NS
1. FOUNDATIONS ARE DESIGNED FOR AN ASSUMED SOIL BEARING PRESSURE
OF 2500 PSF.
2. A GEOTECHNICAL ENGINEER RETAINED BY THE OWNER SHALL INSPECTALL
FOUNDATION WORK TO CONFIRM THAT REQUIRED SOIL BEARING
CAPACITIES ARE MET THE GEOTECHNICAL ENGINEER SHALL FURNISH A
SIGNED AND SEALED SUMMARY REPORT STATING THAT THE FOUNDATION
PREPARATION PROVIDES THE REQUIRED BEARING CAPACITIES FOR
FOUNDATIONS.
3. THE PROJECTSITE SHALL BE IMPROVED WITH VIBRATORY ROLLING
COMPACTION FROM THE STRIPPED GRADE PRIOR TO CONSTRUCTION OF
THE FOUNDATION PAD. THE TOP 2 FEET BELOW STRIPPED GRADE SHALL BE
COMPACTED TO A MINIMUM OF 95% DENSITY PRIOR TO PLACING FILL TO
ACHIEVE FINAL GRADE.
4. AREAS UNDER SLABS AND FOOTINGS TO BE BACK FILLED SHALL BE
COMPACTED IN LIFTS OF NOT MORE THAN TWELVE INCHES UNCOMPACTED
DEPTH (SIX INCHES UNCOMPACTED DEPTH IF HAND OPERATED EQUIPMENT
IS USED) TO 95% OF THE MAXIMUM DRY DENSITY AS DEFINED BY ASTM
0698 OR ASTM D1557.
SPEC. EFIGINFEREI
1. THE DESIGN WIND PRESSURES FOR EXTERIOR WINDOWS AND DOORS ARE
SUPPLIED ON THE ELEVATION DRAWINGS. THE CONTRACTOR SHALL SUBMIT
PRODUCT SUPPLIED ON THE ELEVATION DRAWINGS. THE CONTRACTOR
SHALL SUBMIT PRODUCT CONTROL APPROVALS TO THE ENGINEER
SHOWING THAT THE DOORS, WINDOWS AND OTHER CLADDING SYSTEMS
MEET THE DESIGN PRESSURES AND DEBRIS IMPACT CRITERIA FOR THE
CONSTRUCTION PROJECT PER FBC REQUIREMENTS.
SAINT LIaM COUNTY BUILDING DEPARTMENT CODE COMPLIANCE DWISION
DESIGN CERTIFI&T-16N FOR WIND LOAD COMPLIANCE
THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITTED IN DUPLICATE WITH ALL APPLICATIONS
FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULTI -FAMILY), RESIDENTIAL ADDITION, ANY ACCESSORY STRUCTURE REQUIRING A
BUILDING PERMIT AND ANY NON-RESIDENTAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO INTERIOR RENOVATIONS (PROVIDE THAT NO EXTERIOR STRUCTURAL WALLS,
COLUMNS OR OTHER COMPONENTS ARE BEING AFFECTED AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION
OFFICE.
PROJECT NAME:
EWEN RESIDENCE
PROJECT ADDRESS:
3244 RIVER DR, FORT PIERCE, FLORIDA, 34981
PERMIT #.-
000
OCCUPANCY TYPE:
SINGLE FAMILY
CONSTRUCTION:
WOOD FRAME
CERTIFICATION STATEMENT.
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGEAND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION
OF THE BUILDING CODES CURRENTLYADOPTED AND ENFORCED BYOKEECHOBEE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE
ADEQUATE RESISTANCE TO THE WINDLOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED
1. FLORIDA BUILDING CODES: 2017 FLORIDA BUILDING CODE. 2017 FBC-EXISTING CODE
2. BUILDING DESIGN IS ENCLOSED:
PARTIALLY ENCLOSED: X OPEN BUILDING:
3. MEAN ROOF HEIGHT., <20'A.F.F
ROOF PITCH: 12:12 INTERNAL PRESSURE COEFFICIENT.. +10.18
4. WIDTH OF END ZONES: 3'
WIND SPEED: 170 (3 SEC. GUSTS)
S. BUILDING CLASSIFICATION TABLE 1-1 ASCE 7.
Ill FBC TABLE: 1604.5
6. WIND EXPOSURE CLASSIFICATION: C
ADJUSTMENT FACTOR FOR EXPLOSURE & HEIGHT:
1.21
7. COMPONENTS & CLADDING WIND PRESSURE ON ROOF ZONE: 1, .34.6 PSF 2. -73.2 PSF
3. -73.2 PSF
B. COMPONENTS & CLADDING WIND PRESSURE ON WALL ZONE. 4. MIA 5. N/A
SEE ELEVATIONS ON A-200 PAGES
9. COMPONENTS & CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR: NIA PSF
10. LOADS: FLOOR: 40 PSF ROOHDEAD:
10 PSF ROOF/LIVE: 30 PSF
11. SHEAR WALLS CONSIDERED FOR STRUCTURE?
YES (IF NO, ATTACH EXPLANATION)
12. CONTINUOUS LOAD PATH PROVIDED?
YES (IF NO, ATTACH EXPLANATION)
13. ARE COMPONENT AND CLADDING DETAILS PROVIDED?
YES (IF NO, ATTACH EXPLANATION)
SEE ELEVATIONS ONA-200 PAGES
14. MINIMUM SOIL BEARING PRESSURE: 2500
PRESUMPTIVE: 2L00 BY TEST-
NIA PSF __-
15. HURRICANE SHUTTERS AS INDICATED ON PRODUCT APPROVAL: NONE, ALL OPENINGS SHALL BE IMPACT RATED.
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION IS TRUE AND CORRECT,
TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: JOHN CRESWELL, PE CERT #: PE# 40940, COA# 30250
DESIGN FIRM: GREEN DESIGN CONSTRUCTION & DEVELOPMENT DATE: 91412018
DESCRIPTION
(EXISTING) MAIN ENTRY DOOR
(EXISTING) SLIDING GLASS DOOR
(EXISTING) FIXED CASEMENT WINDOWS
FRENCH DOOR
PEEL-N-STICK UNDERLAYMENT
ASPHALTSHINGLES
PRODUCT ACCEPTANCE #
EXPIRATION DATE
MANUFACTURER
NOA:16-0126.04
1123/2019
PGTINDUSTRIES
FL: 14998
N/A
SILVER LINE
FL:21335
N/A
SILVER LINE
NOA: 16-0126.04
1/*23/2019
PGT INDUSTRIES
NOA:16-0728.22
813112021
MFM BUILDING PRODUCTS CORP.
NOA:10-1122.03
11/2112018
ARMOURSHAKE
IImAx4m114,11i151a1.W
TYPE
1/4" ELCO ULTRACON
WOOD SCREW
WOOD SCREW
1/4" ELCO ULTRACON
N/A
ROOFING NAILS
NOTE: NOT ALL NOTES MAY APPLY TO THESE PLANS
PREFABRICATED WOOD
GIRDERSTRUSSES AND
PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED IN
ACCORDANCE WITH ASCE 7-10.
PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED,
FABRICATED AND ERECTED IN ACCORDANCE WITH THE TPI AND THE FBC
FOR THE LOADS INDICATED ABOVE (LATEST EDITIONS).
PREFABRICATED TRUSSES AND GIRDERS SHALL BE DESIGNED BY FLORIDA
REGISTERED SPECIALTY ENGINEER. COMPLETE CALCULATIONS AND SHOP
DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER
AND SUBMITTED TO THE ENGINEER -OF -RECORD FOR REVIEW. REVIEW BY
THE ENGINEER -OF -RECORD WILL BE FOR COMPLIANCE WITH DESIGN
CONCEPT ONLY. SPECIALTY ENGINEER SHALL COMPLY WITH CHAPTER 471
F.S.
TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND
FABRICATION OF TRUSSES, GIRDERS, AND THEIR CONNECTIONS TO EACH
OTHER. DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS
TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS IS THE
RESPONSIBILITY OF THE TRUSS MANUFACTURER,
TRUSS AND GIRDER LAYOUT AS INDICATED ON THE ROOF FRAMING
AND/OR FLOOR FRAMING PLAN(S) SHALL NOT BE ALTERED WITHOUT PRIOR
WRITTEN AUTHORIZATION FROM THE ENGINEER OF RECORD.
SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW AND APPROVAL
BYTHEA/E.
WOOD FRAMING SHALL BE SOUTHERN PINE No. 2 UNLESS SPECIFIED
OTHERWISE BY TRUSS MANUFACTURER.
PLYWOOD ROOF SHEATHING
PLYWOOD ROOF SHEATHING SHALL BE MIN 518" CDX GRADE, SHEATHING,
WITH 48/14 APA SPAN RATING.
CONTINUOUS WOOD BLOCKING SHALL BE PROVIDED ALONG RIDGE AND AT
ALL EDGE SUPPORTS @ ALL GABLES. BLOCKING SHALL CONSIST OF 1X4 AT
PANEL JOINTS WITH (2)16D TOE NAILS AT EACH END.
LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE
GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS, END JOINTS
SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH
PANELS FASTENED TO END. JOINTS SHALL BE STAGGERED.
FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING
MEMBERS USING 80 GALV RING SHANK NAILS. NAIL SPACING SHALL BE AS
FOLLOWS:
ALL ROOF AREAS: 4"O.L. AT PANEL PERIMETER AND 6" O.C. AT
INTERMEDIATE SUPPORTS.
1. MATERIALS, TESTING OF MATERIALS AND STORAGE OF MATERIALS SHALL
CONFORM TO ACI STANDARD SPECIFICATIONS FOR MASONR Y S TRUCTURES
AND BUILDING CODE REQUIREMENTS (ACI 530-99 AND 530.1-99).
1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90. MORTAR
SHALL BE TYPE M OR S COARSE MASONRY. GROUT SHALL CONFORM TO
ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OFI,800 PSI AND
A SLUMP OF. ±100. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF THE
MASONRY UNIT SHALL BE 1,500 PSI.
3. ALL MASONRY CONSTRUCTION SHALL BE RUNNING BOND. MORTAR JOINTS
SHALL NOT EXCEED 5/8" THICKNESS IN CONCEALED AREAS AND WITHIN
SPECIFIED TOLERANCES IN AREAS EXPOSED TO FOUNDATIONS WHERE
VERTICAL AND HORIZONTAL ALIGNMENT WOULD CAUSE MORTAR JOINTS
TO BE LESS THAN 1/4"OR MORE THAN 1/1" THICK SHALL BE CORRECTED
PRIOR TO COMMENCING MASONRY CONSTRUCTION.
4. PIPES OR CONDUITS MAY PENETRATE HORIZONTALLY THROUGH MASONRY
WALLS BY MEANS OF A GALVANIZED STEEL SLEEVE NO THINNER THAN
STANDARD WEIGHT (SCHEDULE 40), ASTM A53, SOLIDLY GROUTED OR
MORTARED IN PLACE. PLACE SLEEVES NOT CLOSER THAN THREE DIAMETERS
ON CENTER. MAXIMUM SIZE OF SLEEVE SHALL BE 12".
S. MAXIMUM SIZE OF EMBEDDED VERTICAL PIPE OR CONDUIT INABEARING
WALL SHALL NOT EXCEED 1/3 OF WALL THICKNESS. PIPES SHALL NOT BE
PLACED CLOSER THAN THREE DIAMETERS ON CENTER.
6. HORIZONTAL JOINT REINFORCEMENT IN ALL CMU WALLS SHALL BE 9 GA.
DEFORMED GALVANIZED TRUSS TYPE. JOINT REINFORCEMENTSHALL BE
FULLY EMBEDDED IN MORTAR WITH A MINIMUM COVER OF 5/8".
HORIZONTAL MASONRY REINFORCEMENT SHALL BE PLACED IN EVERY
OTHER COURSE UNLESS OTHERWISE NOTED.
Z SEE PLANS FOR VERTICAL REINFORCEMENT IN WALLS. PROVIDE MINIMUM
LAP OF 48 BAR DIAMETERS. FILL ALL REINFORCED CELLS WITH GROUT FOR
FULL HEIGHT. ALL CELLS LOCATED BELOW GRADE SHALL BE FILLED WITH
GROUT REINFORCE CELLS ADJACENT TO DOOR, WINDOW AND OPENINGS
IN ACCORDANCE WITH CMU OPENING REINFORCING DETAIL. GROUT SHALL
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
S. ALIGN VERTICAL CORES EVENLY FOR THE FULL HEIGHT WHERE CELLS ARE
TO BE GROUTED. GROUT IN VERTICAL CORES SHALL NOT BE PLACED IN
LIFTS GREATER THAN 5 FEET. PROVIDE CLEAN OUTS WHEN GROUTING
BLOCK CELLS.
9. MASONRY WALLS MUST BE BRACED DURING ERECTION FOR WIND AND
CONSTRUCTION LOADS. BRACES MUST BE DESIGNED, CONSTRUCTED AND
ERECTED IN A FASHION AS TO PREVENT PERMANENT SCARRING OF
EXPOSED MASONRY SURFACES.
10. ALL MASONRY WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL BE IN
PLACE PRIOR TO FORMING OR PLACING CONCRETE IN COLUMNS AND
BEAMS OVER THE WALLS SPECIFIED EXCEPTASOTHERWISE NTAL
. HORIZONTAL
JOINT REINFORCING SHALL EXTEND A MINIMUM OF 6" INTO ALL BUTTING
COLUMNS.
ENGINEER OF RECORD TO REVIEW TRUSS ENGINEERING PRIOR TO
INSTALLATION.
ENGINEER OF RECORD SHALL SPECIFYALL TRUSS TO CMU CONNECTIONS AFTER
REVIEW OF SHOP DRAWINGS. TRUSS MANUFACTURER SHALL SPECIFYAND
PROVIDE ALL TRUSS TO TRUSS CONNECTIONS.
SIZE SPACING EMBEDMENT
1/4"X 4"
(VARIES) USE FACTORY PROVIDED HEM HOLES MIN 13/8" INTO CONC.
#10 - 21/2" 6" FROM CORNERS AND 6" 0.0 MIN 11/1" INTO FRAME
#10 - 2 112" 8" FROM CORNERS AND 11 1/4" O.C. MIN 1112" INTO FRAME
1/4" X 4" (VARIES) USE FACTORY PROVIDED HEM HOLES MIN 13/8" INTO CONC.
N/A -. - -... N/A IV/A
#11 1 1/2" SEE PAGE 4 OF 4IN P.A. 1"MIN THROUGH SHEATHING
DESIGN PRESSURE(S)
REINFORCED CC
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318, LATEST
EDITION, SPECIFICATIONS FOR STRUCTURAL CONCRETE.
2. UNLESS NOTED OTHERWISE, DETAILS OF CONCRETE REINFORCEMENT AND
ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OFACI
315, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES, AND CRSI MSP-1, MANUAL OF STANDARD
PRACTICE, LATEST EDITIONS
3. SHOP DRAWINGS SHOWING ALL FABRICATION DIMENSIONS AND
LOCATIONS FOR PLACING OF THE REINFORCING STEEL AND ACCESSORIES
SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT/ENGINEER. NO
FABRICATION SHALL BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND
REVIEWED.
4. SUBMIT CONCRETE MATERIALS, MIX DESIGN AND METHODS OF CURING
FOR REVIEW BY THE ENGINEER.
S. TESTING LABORATORY EMPLOYED BY THE OWNER SHALL SUBMIT ONE COPY
OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER. SEE SPECIAL
INSPECTION SCHEDULE FOR REQUIRED TESTS.
6. UNLESS NOTED OTHERWISE, 28 DAY COMPRESSIVE STRENGTH OF CAST -IN -
PLACE CONCRETE FOR EACH PORTION OF THE STRUCTURE SHALL BEAS
FOLLOWS.,
FOOTINGS, SLAB ON GRADE = 3,500 PSI
BEAMS COLUMNS AND SLABS ABOVE GRADE = 4,000 PSI
PRE -STRESSED ELEMENTS AND PLIES = 5,000 PSI
Z UNLESS NOTED OTHERVWSE, MINIMUM CONCRETE COVER FOR
REINFORCEMENT SHALL BE AS FOLLOWS:
CONCRETE CASTAGAINSTEARTH 3"
FORMED CONCRETE EXPOSED TO
EARTH OR WEATHER:
#6 THROUGH #18 BARS 2"
#5 BARS AND SMALLER 1 1/2"
INTERIOR SLABSAND WALLS W/
#11 BAR AND SMALLER 3/4"
INTERIOR BEAMS, AND COLUMNS: 11/1"
8. CONCRETE SLUMP SHALL BE 3" MIN. T05-MAX.
9. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.
10. ALL SPLICES SHALL CONFORM TO ACI 318, CLASS "B"SPLICES UNLESS
NOTED OTHERWISE. PROVIDE CORNER BARS OF 30'X30" FOR TOP AND
BOTTOM BARS AT ALL CORNERS OF TIE BEAMS AND FOUNDATIONS.
11. CONSTRUCTION JOINTS SHALL FALL AT CONTROL JOINTS AND SHALL BE
KEYED.
12. WELDING OR TACK WELDING OF REINFORCING STEEL SHALL NOT BE
PERMITTED EXCEPT AS AUTHORIZED OR DIRECTED BY THE STRUCTURAL
ENGINEER OR HIS REP.
13, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND SHALL BE
SUPPLIED IN SHEETS. LAP SHEETS AT LEAST 8" TO CONTAIN AT LEAST ONE
CROSS WIRE WITHIN 8" OF CENTRAL JOINT.
14. PROVIDE 2 #4 (X3'-0 LONG) BARS AT ALL RE-ENTRANT CORNERS OFALL
SLABS ON GRADEAND UPPER FLOOR SLABS.
15. PROVIDE CORNER BARS MATCHING THE MAIN REINFORCEMENT AT ALL
FOOTING AND TIE BEAM INTERSECTIONS. THE LENGTH OF CORNER BARS IN
EACH DIRECTION SHALL BE A MINIMUM OF 30 BAR DIAMETERS.
16. IF REQUIRED, HOUSEKEEPING PADS SHALL BE 4" THICK CONCRETE CAST OVER
THE FLOOR SLAB. REINFORCE WITH 6X6 W2.1XW2.1 PLACED AT CENTER OF
SLAB. COORDINATE SIZE AND LOCATION WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
+PSF
PSF
(+50.0 PSF)
(-50.0 PSF)
(+50 PSF)
(-50 PSF)
(+50.0 PSF)
(-SO.0 PSF)
(+50.0 PSF)
(-50.0 PSF)
N/A
N/A
(HVHZ)
(HVHZ)
1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO
THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
BRIDGES, LATEST EDITIONS.
2. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE LATEST
"STRUCTURAL STEEL DETAILING MANUAL OFTHEAISC" SHALL RESIGNED
AND SEALED BYAN ENGINEER REGISTERED IN FLORIDA, AND SUBMITTED
TO THE ARCHITECT/ENGINEER FOR REVIEW NO FABRICATION SHALL BEGIN
UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.
3. UNLESS NOTED OTHERWISE, STRUCTURAL STEEL SECTIONS SHALL
CONFORM TO THE FOLLOWING:
A. W-SHAPES SHALL CONFORM TO ASTM A992, GRADE 50. (ASTM A
572, GRADE 50 MAY BE SUBSTITUTED FOR ASTM A992.)
B. SQUARE/RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS)
SHALL CONFORM TO ASTM A500, GRADE B
C. ROUND HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO
ASTM A501 OR ASTM A53, GRADE B.
D. OTHER STEEL SHAPES (CHANNELS. ANGLES, AND PLATES) MAY
CONFORM TO ASTM A36.
4. BEAMS WITHOUT SPECIFIED CAMBER ARE TO BE FABRICATED SUCH THAT
AFTER ERECTION ANY CAMBER DUE TO ROLLING OR SHOP FABRICATION IS
UPWARD AT MID SPAN.
5. BOLTS, WELDS, ANCHORS, AND HEADED STUDS:
A. WELDS SHALL CONFORM TO "STRUCTURAL WELDING CODE" OF THE
AMERICAN WELDING SOCIETY, AWS DLI. USE E70XX ELECTRODES.
PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE
JOB SITE. MINIMUM WELD SIZE IS ACCORDING TO AISC, LATEST
EDITION.
B. UNLESS NOTED OTHERWISE BOLTS SHALL CONFORM TO ASTM A315,
AND SHALL BE MINIMUM 3/4" DIAMETER.
C UNLESS NOTED OTHERWISE STUDS SHALL BE 3/4" DIA. 5-3/16"
LONG HEADED STUDS, BY NELSON, OR APPROVED EQUAL.
D. UNLESS NOTED OTHERWISE ALL EXPANSION ANCHORS ARE TO BE
3/4" DIA. HILTI KWIK - BOLTS WITH 4 314" MIN. EMBEDMENT, OR
AN APPROVED EQUAL.
E. ANCHOR BOLTS SHALL CONFORM TO ASTM A307AND SHALL BE
GALV IF EXPOSED IN THE FINISHED STRUCTURE.
6. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAILING
OFALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE CONTRACT
DRAWINGS. THIS DESIGN SERVICE SHALL BE INCLUDED IN THE
CONTRACTOR'S SCOPE OF SERVICES. SHOP DRAWINGS AND CALCULATIONS
OF SUCH CONNECTIONS SHALL BE SEALED BYAN ENGINEER LICENSED IN
FLORIDA. REVIEW BY THE E.O.R. DOES NOT RELIEVE THE CONTRACTOR OF
THE FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH.
Z UNGALVANIZED PIECES EXCEPT AT AREAS TO BE FIELD WELDED. TOUCH UP
FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER
WELDING (USE GALVANIZED PAINT FOR TOUCH UP OF GALVANIZED STEEL).
GALVANIZED PAINT SHALL BE IN ACCORDANCE WITH THE FDOT QUALIFIED
PRODUCTS LIST.
1. REFER TO A -PAGES FOR WALL DETAILS, AND S-PAGES FOR STRUCTURAL NOTES
AND USES)
2. TRUSS MANUFACTURER TO PROVIDE TRUSS ENGINEERING AND LAYOUT FOR
APPROVAL PRIOR TO INSTALLATION.
OTHER NOTES/REMARKS
:WED FOR
;OMPLIANCE
CIE COUNTY
BOCC
STRUCTURAL NOTES
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
W W W.GDCFLORIDA.COM
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ISSUED IN PROGRESS ❑
ISSUED FOR REVIEW
ISSUED FOR BIDDING ❑
ISSUED FOR PERMIT ■
ISSUED FOR
CONSTRUCTION ❑
LIABILITY NOTE
THIS IS THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
X; CRE"s
10HN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN SY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
S-001
A -A
B
302
EXISTING BASEMENT
WALL
DRILL, EPDXY, AND
DOWEL#5 X 12"
REBAR MIN. 6"
INDICATES VERTICAL M5
REBAR FOOTING REBAR
(REFER TO STEM WALL
PLAN FOR LOCATION)
SCALE: 1/4" = 1'-O"
DRILL, EPDXY, AND
DOWEL#5X1T'-- -
REBAR MIN. 6"
g
AA
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24"W X 16'D 3500 PSI
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DRILL, EPDXY, AND
DOWEL#5 X 12"
REBAR MIN. 6"
D
_302
STEM WALL PLAN
�2
DRILL, EPDXY, AND
DOWEL#5 X 1Y'
REBAR MIN. 6"
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SCCC
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, L
COA#30250, AA#26003565
502 NW 2ND STREET, OKEECHOBEI
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
W W W.GDCFLORIDA.COM
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ISSUED FOR REVIEW ❑
ISSUED FOR BIDDING
ISSUED FOR PERMIT .
ISSUED FOR
CONSTRUCTION El
LIABILITY NOTE
THIS IS THE PROPERTY OF GREEN DESIGI
CONSTRUCTION & DEVELOPMENT, LLC AN]
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED
ANY OTHER PROJECT AND IS TO BE RETURP
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER T
ACCURACY OF ORIGINAL DRAWINGS.
10HN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS C
THESE DOCUMENTS SHA
TAKE PRECEDENCE OVE
ALL SCALED DIMENSION
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
GRADE BEAM AND STEM WALL PLAN
S-101
I. SEE 5-500 PAGES FOR TYPICAL FOOTING DETAILS, REBAR DETAILS, AND
SAWCUT PROCEDURES.
2. PLUMBING DROPS INDICATED ARE FOR REFERENCE ONLY! IT IS THE
PLUMBING CONTRACTORS RESPONSIBILITY TO FIELD VERIFYALL DOMESTIC
AND SANITARY DROPS PRIOR TO FINISH SLAB INSTALLATION.
"
5-S03 5-S03
6X6 PT POST (TYP)
2'HX2'WX16"D
3500 PSI CONC.
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A-302
FOUNDATION_ PLAN_
0 SCALE: 3/8" = 1'-0"
A -A
A-301
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250, AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
WWW.GDCFLORIDA.COM
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ISSUED IN PROGRESS
ISSUED FOR REVIEW
ISSUED FOR BIDDING
ISSUED FOR PERMIT ■
ISSUED FOR
CONSTRUCTION
LIABILITYNOTE
THIS IS THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
JOHN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
REVIEWED FOR E:john@gdcflorida.com
CODE COMPLIANCE
ST. LUCIE COUNTY REVISION
BOCC
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN SY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
FOUNDATION PLAN S-102
A -A
A-301
6"
2X6 R
STOR
@ 16,.
2X10 RIM JOIST
LVL BEAM TO TOP
OF EXIST. WALL
(2) 2X10 RIM JOIS�
(2)1 3/4" X 9 1/4"
LVL BEAM
2X10 WOOD FLOOR
JOISTS @ 16" 0.�.
2X10 RIM JOIST
1l4" 'r-4" 1'A". --1 -1'-4"
2X4 WOOD BACKING
--- FROM BOTTOM OF
FLOOR JOIST @ 24" O.C.
A -A
A-301
B
-- - -- - - A-302
I
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
D
(A-302
FLOOR FRAMING PLAN @ SECOND FLOOR
SCALE:1/2 = 1'-0"
FLOOR FRAMING PLAN
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250, AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
W W W,GDCFLORI DA.COM
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ISSUED IN PROGRESS ❑
ISSUED FOR REVIEW ❑
ISSUED FOR BIDDING ❑
ISSUED FOR PERMIT ■
ISSUED FOR
CONSTRUCTION ❑
LIABILITYNOTE
THIS IS THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOTTO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
4
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JOHN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
S-103
1. FIELD VERIFYALL ROUGH OPENINGS!
2. ENGINEER OF RECORD TO REVIEW TRUSS ENGINEERING PRIOR TO
INSTALLATION. ENGINEER OF RECORD SHALL SPECIFYALL TRUSS TO
CMU CONNECTIONS AFTER REVIEW OF SHOP DRAWINGS. TRUSS
MANUFACTURER SHALL SPECIFY AND PROVIDE ALL TRUSS TO TRUSS
CONNECTIONS.
I
A-302
(2) 2X10 RIM JOIST
(TYP AT EXPOSED
PERIMETER)
2X8 PT JOIST
(016" O.C. (TYP)
2X10 PT LEDGER
ICITON. SEE
FROM FRONT
REAR BALCONY FRAMING
0 / SCALE: 3/8" = 1 '_p,
(2) 2X12 HEADER W/
-- m 1/2"PLYWOOD FLITCH
2X4 KING STUDS (TYP. AT EACH SIDE _
OF LOAD BEARING OPENINGS)
2X4 TRIMMER (TYP UNDER
EACH SIDE OF HEADER)
REPRESENTS
6X6 PT POST
TO BOTT. OF
2X70 PT RIM
JOIST
2X10 PT
LEDGER
2X,0 PT JOIST
a 16" O.C.
(TYP.)
2X10 PT RIM
JOIST (TYP.)
(2) 2XIG PT
RIM JOIST
6X6 PT POST
(rVP.)
ro
2X4 SYP STUDS ®16" O.C. (TYP)
SIMPSONAPHH46
CONCEALED
- HANGER (TYP.
AT RIM JOIST TO
LEDGER)
FILL REPRESENTS NEW
2X4 FRAME WALL
EXISTING STUD
(3) 2X4 SYP STUDS TO
LVL BEAM SUPPORT
EXISTING STUD —
(2) 2)(10 HEADER W/ 4X8 OUTLOOKER FRAME
I/2" PLYWOOD FLITCH _ DOWN TO MATCH HEIGHT
CTYPAT BEARING WALL -- -\ OF ROOFS FLY RAFTER
OPENINGS) (SEE 4 S-502 FOR DETAIL)
2)(10 PT LEDGER W/ 114" X 2 We
TITEN SCREWS INTO CONC.
SIMPSON LU210 AT 2X10 PT JOIST
(2)12"0 X
W GALV. CAR
IAGE
TO 2X10 PT LEDGER VW 1 1/r GALV.
BOLT W/ HD
WASHER THROUGH
JOIST NAILS
2X10
PT RIM JOIST
AND PT 4X
POST
C_
A-301
L
2XI0 PT JOISTS 16"O.C.
(2)1Y2.0 X 912" GALV. CARRIAGE BOLT
GALV. CARRIAGE
W/ HD WASHER THROUGH (2) 2X10 PT
BOLT
W/ HD
WASHER THROUGH
RIM JOIST AND PT BXfi POSTS (TYP.)
2X10
PT RIM JOISTAND
III
PT 6X6 POST
(TYP.)
SIMPSON LU210AT 2)(10 PT JOIST TO
(2) 2X10 PT RIM JOIST WN 21/r GALV.
h
JOIST NAILS (TYPJ
-1
V2"0 X 91/2" GALV. CARRIAGE BOLT
W/
REPRESENTS 6X6 PT POST TO _
-
HD WASHER THROUGH (2) 2X6 PT
RIM
BOTTOM OF 2X10 PT RIM JOIST
JOISTAND PT 6X6 POST
REPRESENTS (2) 2X6 PT
SIMPSON LSZ AT EACH 2X12TO (2) 2X6 PT RIM JOIST W/ 2 S/ TRINGER
RIM JOISTTO BOTTOM
GALV. JOIST NAILS
r2Xl2PTSTRINGER@16"O.C.
OF 2X70 PT RIM JOIST
01 WALL FiRAMING/DECK FRAMING @ GROUND_ FLOOR
SCALE:3/8" = '-01,
A -A ,
�A-301,'
NEW OPENING IN EXIST.
WALL FOR 2650 DOOR
VA LN= W W W W—
OPENING FOR POCKET DOOR —�
GREY STUDS REPRESENT
GROUND STORY STUDS
2X4 SYP STUD 0IT O.C. (TYP)
I SIMPCONCEALEDONCEALED
CONCEALED
HANGER (TYP.
AT RIM JOIST TO
LEDGER)
REPRESENTS 6X6
PT POST TO SOTT.
OF (2) 2X,0 PT RIM JOIST
2X10 PT LEDGER
(2) 2X10 FLY RAFTER
(TYP AT EXPOSED
PERIMETER)
2X8 PT JOIST
® 16" O.C. (TYP)
WALL FRAMIN
(02CALE:3/8" = l'-O"
I
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ri
NEW OPENING IN EXIST.
_
WALL FOR 2047 DOOR
EXISTING 2X4 FRAME
/
WALL
4X8 OUTLOOKER FRAME
DOWN TO MATCH HEIGHT
1ITPXIO LYWOODDFFLIRTCH/ OF —\ (SEE 40OPS FLY S-502 ORRAFTER
2X10 PT LEDGER
W/ 3/8" X 4" GALV.
LAGS @ IT O.C. (TYP)
(2)1WO X W GALV.
CARRIAGE BOLT W/
HD WASH ER THROUGH
2X10 PT RIM JOIST
C
AND PT 04 POST
SIMP80NAPHH46
CONCEALED
HANGER VW (6)
`- 1/4" X r BOB
SCREWINTO
LEDGER AND
STUCTURAL WOOD
SCREW/W
HEX -HEAD WASHER
INTO RIM JOIST
SIMPSON LU28 AT 2X8 PT JOIST
TO (2) 2X10 PT RIMJOIST W/ 21/2"
GALV. JOIST NAILS
(2) SWO X 91/2' GALV. CARRIAGE BOLT
W/ HD WASHER THROUGH (2) 2X70 PT
RIM JOIST AND PT 6X6 POSTAT EACH
RIM JOIST FACE
G/BALCONY FRAMING @ SECOND FLOOR
REVIEV
OR
�p NCE
ST. LUCI UNTY
BOCC
FRAMING PLAN
J��T^� �7B51rN
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
W W W.GDCFLORIDA.COM
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ISSUED IN PROGRESS ❑
ISSUED FOR REVIEW ❑
ISSUED FOR BIDDING
ISSUED FOR PERMIT .
ISSUED FOR
CONSTRUCTION ❑
LIABILITY NOTE
THIS IS THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
JOHN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
S-104
ENGINEER OF RECORD TO REVIEW TRUSS ENGINEERING PRIOR TO
INSTALLATION.
ENGINEER OF RECORD SHALL SPECIFY ALL TRUSS TO CMU CONNECTIONS AFTER
REVIEW OF SHOP DRAWINGS. TRUSS MANUFACTURER SHALL SPECIFYAND
PROVIDE ALL TRUSS TO TRUSS CONNECTIONS.
I
ZONE 3
ZONE 1
ZONE 31
al T-10 3/4
OVERHANG
AND MATCH
ZONE 2
mmillixeiNmim
3'-0"
CUSTOM DESIGI
FLY RAFTER
MATCH EXIST]
EXISTING 2X6
RAFTER
4
2X6 RAFTER
2X6 CEILING JL- OIST__
COLLAR TIE -
SIMPSON LRUZ RAFTER HANGER WI
1 1/2" GALV. JOIST NAILS AT EACH
RAFTER TO RIDGE BEAM CONNECTION
IVA 3/4"
4X6 RIDGE BEAM/
OUTLOOKER(TO
MATCH EXISTING)
FRAMINGPLAN
01)_ROOF
_--
E2
IIZONE 11
rtel dlej
10'-1 /2"
((2ROOF NAILING PLAN
SCALE:1/2" = V-0"
4X8 OUTLOOKER
AT EACH LOAD -
BEARING WALL
(TO MATCH EXIST.)
DASHED LINE
REPRESENTS
CEILING VAULT
LINE
d
NE 2
EXISTING WALL
FIRST FLOOR
BEARING 2X4 WALL
SECOND FLOOR
BEARING 2X4 WALL
j
ZONE 1 �I [JZONE 2
tA-A
A-301
[ZONE: t 8D NAILS6" O.C. @ EDGES
B"O.C. @ INTERMEDIATE
INTERMEDIATE MAYBE 12" O.C. WHERE GROUP
1 SPECIES IS USED IN 100 M.P.H. GROUP 2-
SOUTHERN YELLOW PINE
ZONE:2 BID NAILS6"O.C.@EDGES
6" O.C. @ INTERMEDIATE
ZONE: 3 8D NAILS4" O.C. @ EDGES
4"0.C. @ INTERMEDIATE
• ALL NAILS TO BE GALVANIZED RING SHANK NAILS.
1. LUMBER STANDARDS: A. LUMBER STANDARDS: COMPLY WITH DOC PS 20,
'AMERICAN SOFTWOOD LUMBER STANDARD, "AND WITH APPLICABLE
GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY ALSC'S BOARD OF
REVIEW. ALL FRAMING MEMBERS SHALL CARRY VISUAL MARK CERTIFING
INSPECTION BYAGENCIES ACCREDITED BY THE AMERICAN LUMBER
STANDARD COMMITTEE (ALSCJ. A VALID AGENCY GRADE MARK ON
SOUTHERN PINE LUMBER INDICATES THE PRODUCT MEETS STRUCTURAL
AND APPEARANCE REQUIREMENTS ESTABLISHED FOR THAT GRADE.
2. INSPECTION AGENCIES: INSPECTION AGENCIES, AND THE ABBREVIATIONS USED
TO REFERENCE THEM, INCLUDE THE FOLLOWING:
A. NELMA - NORTHEASTERN LUMBER MANUFACTURERS ASSOCIATION.
B. NLGA - NATIONAL LUMBER GRADES AUTHORITY (CANADIAN).
C. RIS - REDWOOD INSPECTION SERVICE.
D. SPIB - SOUTHERN PINE INSPECTION BUREAU.
E. WCLIB - WEST COAST LUMBER INSPECTION BUREAU,
F. WWPA - WESTERN WOOD PRODUCTS ASSOCIATION.
3. KEEP MATERIALS UNDER COVER AND DRY. PROTECT FROM WEATHER AND
CONTACT WITH DAMP OR WET SURFACES. STACK LUMBER, PLYWOOD, AND
OTHER PANELS. PROVIDE FOR AIR CIRCULATION WITHIN AND AROUND
STACKS AND UNDER TEMPORARY COVERINGS.
4. GRADE STAMPS: PROVIDE LUMBER WITH EACH PIECE FACTORY MARKED WITH
GRADE STAMP OF INSPECTION AGENCY EVIDENCING COMPLIANCE WITH
GRADING RULE REQUIREMENTS AND IDENTIFYING GRADING AGENCY,
GRADE, SPECIES, MOISTURE CONTENT AT TIME OF SURFACING, AND MILL.
A. FOR EXPOSED LUMBER, FURNISH PIECES WITH GRADE STAMPS APPLIED
TO ENDS OR
BACK OF FACH PIECE, OR OMIT GRADE STAMPS AND PROVIDE GRADE -
COMPLIANCE
CERTIFICATES ISSUED BY INSPECTION AGENCY.
S. DISCARD UNITS OF MATERIAL WITH DEFECTS THAT IMPAIR QUALITY OF ROUGH
CARPENTRYAND THAT ARE TOO SMALL TO USE WITH MINIMUM NUMBER
OFJOINTS OR OPTIMUM JOINT ARRANGEMENT.
6. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS
PLUMB, TRUE TO LINE, CUT, AND FITTED.
7. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE AS
REQUIRED FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING, NAILERS,
BLOCKING, GROUNDS, AND SIMILAR SUPPORTS TO ALLOW ATTACHMENT OF
OTHER CONSTRUCTION.
8. INSTALL WOOD GROUNDS, NAILERS, BLOCKING, AND SLEEPERS WHERE
SHOWN AND WHERE REQUIRED FOR SCREEDING OR ATTACHING OTHER
WORK. FORM TO SHAPES SHOWN AND CUT AS REQUIRED FOR TRUE LINE
AND LEVEL OFATTACHED WORK, COORDINATE LOCATIONS WITH OTHER
WORK INVOLVED.
9. ATTACH TO SUBSTRATES TO SUPPORT APPLIED LOADING. RECESS BOLTS AND
NUTS FLUSH WITH SURFACES, UNLESS OTHERWISE INDICATED. BUILD INTO
MASONRY DURING INSTALLATION OF MASONRY WORK. WHERE POSSIBLE,
ANCHOR TO FORMWORK BEFORE CONCRETE PLACEMENT.
10. INSTALL PERMANENT GROUNDS OF DRESSED, PRESERVATIVE -TREATED, KEY -
BEVELED LUMBER NOT LESS THAN 1-112INCHES WIDE AND OF THICKNESS
REQUIRED TO BRING FACE OF GROUND TO EXACT THICKNESS OF FINISH
MATERIAL. REMOVE TEMPORARY GROUNDS WHEN NO LONGER REQUIRED.
11. INSTALL PLUMB AND LEVEL WITH CLOSURE STRIPS AT EDGES AND OPENINGS.
SHIM WITH WOOD AS REQUIRED FOR TOLERANCE OF FINISH WORK.
A. FIRESTOP FURRED SPACES OF WALLS AT EACH FLOOR LEVEL AND AT
CEILING WITH WOOD
BLOCKING OR NONCOMBUSTIBLE MATERIALS, ACCURATELY FITTED TO CLOSE
FURRED
SPACES.
12. ALL INCEDENTAL FRAMING TO INCLUDE "DEAD-WOOD"SHALL BE 2X4 PT
UNLESS OTHERWISE NOTED.
13. ALL FASTENERS SHALL BE ZINC COATED GALVANIZED RING-SHANKED UNLESS
OTHERWISE NOTED.
I4. ALL ROOF/CEILING FRAMING SHALL BE GRADE #1 ZXIO PT UNLESS
OTHERWISE NOTED.
1. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
2, NOTIFY ENGINEER OF RECORD IMMEDIATELY FOLLArMV46 F
UNSEEN EXISTING CONDITIONS PRIOR TO BEt4t yj5° "".COM PLII
3. ALL ROOFING NAILS TOBEZINC COATED GALV'A&UZE �ILiJ\+IE CO`
4. ANYAND ALL SHINNERS SHALL BE PULLED AND RE -NAILED W/fIf6CMND
DRIVES AT EACH LOCATION, PRIOR TO ROOF DRY -IN.
5. STRUCTURAL ENGINEER TO REVIEW TRUSS LAYOUTAND ENGINEERING FROM
TRUSS MANU. PRIOR TO G.C. ORDERING TRUSSES FOR PRODUCTION.
6. ALL MASONRY TO TRUSS CONNECTIONS SHALL BE SIMPSON HETA16, UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER AFTER REVIEW OF TRUSS
MANUFACTURERS SHOP DRAWINGS.
7. ALL WOOD TO TRUSS CONNECTIONS SHALL BE SIMPSON HIOA, UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER AFTER REVIEW OF TRUSS
MANUFACTURERS SHOP DRAWINGS.
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
WWW.GDCFLORIDA.COM
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ISSUED IN PROGRESS ❑
ISSUED FOR REVIEW ❑
ISSUED FOR BIDDING ❑
ISSUED FOR PERMIT
ISSUED FOR
CONSTRUCTION ❑
LIABILITY NOTE
THIS 15 THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOTTO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
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JOHN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
S-105
- +0'-011
FINISH
FLOOR
12"W X 12"H 3500 PSI
MONO FOOTING W/
(2) #5 REBAR CONT.
-3'-011
SHED
FINISH FL.
-4'-0
19
TOP OF
GRADE
BEAM
-5'-411
BOTT. OF
GRADE
BEAM
-31-011
SHED
FINISH
FLOOR
0
3" 6" 3"
�ALL CONCRETE AT SOIL
TO HAVE 6 MIL VAPOR
BARRIER, OVER CLEAN,
TERMITE TREATED,
COMPACTED FILL (MIN. 98%
DENSITY, TEST REQUIRED)
.lo v v
1'-0"
D
6
o
4 8 8 411
f
2'-0"
12X12 FOO
(1 --
SCALE: 1" = 1'-0"
SHED FOOTER -- --
SCALEE 1" = 1'4"
ENGINEER OF RECORD TO REVIEW TRUSS ENGINEERING PRIOR TO
INSTALLATION.
ENGINEER OF RECORD SHALL SPECIFYALL TRUSS TO CMU CONNECTIONS AFTER
REVIEW OF SHOP DRAWINGS. TRUSS MANUFACTURER SHALL SPECIFYAND
PROVIDE
ALL TRUSS TO TRUSS CONNECTIONS.
TERSAT SHED
4" 3500 CONC. SLAB (TYP.)
12"W X 12"H 3500 PSI
MONO FOOTING W/
(2) #5 REBAR CONT.
6 MIL VAPOR BARRIER,
OVER CLEAN, TERMITE
TREATED, COMPACTED FILL
(MIN. 98% DENSITY,
TEST REQUIRED)
4113500 CONC. SLAB (TYP.)
o
(1) #5 VERTICAL FOOTING REBAR
@ 4'-0" O.C. UNLESS SPECIFIED
OTHERWISE ON STEM WALL PLAN (TYP.)
8"W X 8"H 3500 PSI CONC. MONO
FOOTING W/ (1) CONT. #5 REBAR
DRILL, EPDXY, AND DOWEL #5 X 12"
REBAR MIN. 6" INTO STEM WALL (SEE
FOUNDATION PLAN FOR LOCATIONS)
24"W X 16"H 3500 PSI GRADE BEAM
W/ (3) CONTINUOUS #5 REBAR (TYP.)
I
4" 3500 CONC. SLAB
8"W X 8"H 3500 PSI CONC. MONO
FOOTING W/ (1) CONT. #5 REBAR
OVER STEM WALL SYSTEM W/
6 MIL VAPOR BARRIER, OVER CLEAN,
TERMITE TREATED, COMPACTED FILL
(MIN. 98% DENSITY, TEST REQUIRED)
(1) #5 VERTICAL FOOTING REBAR @
4'-0" O.C. UNLESS SPECIFIED
OTHERWISE ON STEM WALL PLAN (TYP.)
24"W X 16"H 3500 PSI GRADE BEAM
W/ (3) CONTINUOUS #5 REBAR (TYP.)
6 MIL VAPOR BARRIER, OVER CLEAN,
TERMITE TREATED, COMPACTED FILL
(MIN. 98% DENSITY, TEST REQUIRED)
DRILL, EPDXY, AND DOWEL
--- #5 X 12" REBAR MIN. 6" INTO EXIST.
BASEMENT WALL @ 48" O.0 (TYP)
4" 3500 CONC. SLAB ,- „
—0
FINISH FLOOR
8„ 8"W X 8"H 3500 PSI CONC. MONO
-.� \ FOOTING W/ (1) CONT. #5 REBAR
6 MIL VAPOR BARRIER, OVER CLEAN,
TERMITE TREATED, COMPACTED FILL
(MIN. 98% DENSITY, TEST REQUIRED)
8X8 FOOT ER AT EXISTING WALL
4 -
�21-011
411 811 I--891 1 411 �~-im-.
STEM WALL DETAIL
/ SCALE: 1" = 1,-D., - -
EMBED CB66 INTO CONC. AND
CONNECT TO 6X6 PT POST W/
(2) 5/8" X 6" MACHINE BOLT
APPLY COLD TAR TO 6X6 PT POST
WHERE POST WILL COME INTO
CONTACT W/ SOIL AND CONC. (TYP)
24"W X 24"W X 16"H
3500 PSI CONC. FOOTING
W/ (3) #5 REBAR LAPPING
OVER (3) #5 REBAR (TYP AT
EACH POST)
±0'-011
FINISH
FLOOR
-3'-3"
ASSUMED
GRADE
TOP OF -'
GRADE
BEAM
-5'-411
BOTT.OF -
GRADE
BEAM
COLUMN PAD_ DETAIL
COS SCALE: V = 11-0..
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FOUNDATION DETAILS
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
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ISSUED IN PROGRESS ❑
ISSUED FOR REVIEW ❑
ISSUED FOR BIDDING ❑
ISSUED FOR PERMIT .
ISSUED FOR
CONSTRUCTION ❑
LIABILITY NOTE
THIS IS THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
,��1.CKtsIL.
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JOHN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN SY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
S-501
_ _
CEILING JOIST
HEIGHT
_ +13' 9"_
TOP OF
WALL
HETA16 AT EACH
RAFTER W/1OD
COMMON NAILS
----2'-3_1/2„
FIELD
VERIFY AND
MATCH EXIST.
SECOND FLOOR
+7'-10"
FLOOR JOIST HEIGHT
SIMPSON HETA16 AT EACH RAFTER
WI 1 1/2" GALV JOIST NAILS
2X4 SPRUCE TOP PLATE W/ SIMPSON \
SP4 EACH STUD TO PLATE INTERSECTION.
FASTEN W/ 1 1/2" GALV. JOIST NAILS
+4'-3 ,
BEAM HEIGHT
AT STORAGE
FINISH FLOOR
2X4 SPRUCE BOTT. PLATE W/ SIMPSON
SP4 EACH STUD TO PLATE INTERSECTION. FASTEN PLATE CONNECTORS W/ 5/8" X 6" _ \
TITEN WEDGE ANCHOR THROUGH CONC.\
12"W X 12"H 3500 PSI MONO FOOTING
W/ (2) #5 REBAR CONT.
-3'-0„
SHED FINISH FLOOR
-4'-0„
TOP OF GRADE
BEAM
BOTT.OF
GRADE BEAM
6"
03
S-502
�f
GALV.
TERMITE
SHEILD
2X6 CEILING JOIST/COLLAR
TIE TO 2X6 RAFTER W/
(4) 16D GALV. RING
- y CRAWL
ISPACE
(2) 2X4 SPRUCE TOP
_ PLATE W/FLAT STRAP
TO 2Xl O RIM JOIST WI
1 1/2" GALV. JOIST NAILS
o4-
�S-502
2X8 LEDGER TO PLYWOOD
- W/ 318" X 4" GALV.
LAGS @ 16" O.C.
/
2X6 #2 OR BETTER SYP RAFTER
2X4 CAT @ 48" O.C. (TYP
AT LOAD BEARING WALLS)
\ — 2X4 SPRUCE STUDS @ 16" O.C.
(TYP)
- 2Xt #2 OR BETTER SYP RAFTER
(2)�,2X4 SPRUCE TOP PLATE
-- W/IHIOAAT EACH RAFTER W/
1 1/2" GALV. JOIST NAILS (TYP)
2X4 SPRUCE STUDS @ 16" O.C. (TYP)
2X4 SPRUCE BOTT. PLATE W/ SIMPSON
SP4 EACH STUD TO PLATE INTERSECTIC
FASTEN PLATE CONNECTORS W/ 1 1/2"
GALV. JOIST NAILS
SIMPSON 1/4" X 3 1/2" SDS SCREWS
@J12" O.C. THROUGH BOTT. PLATE
( P ON SECOND FLOOR)
(2) 1 3/4" X 9 ll4" LVL BEAM (SEE
FL OR FRAMING PLAN FOR LOCATIONS
'1'W IWW
SIMPSON LU 10 AT EACI
2X10 FLOOR JOIST TO
2X10 RIM JOIST Wl 2 1/2"
GALV. JOIST NAILS (TYP
AT INT. WALL)
12" X 5/8" J-BOLT W/ HD WASHER
@ 16" O.C. THROUGH 2X4
BOTTOM PLATE (TYP AT LOAD -
BEARING ON GROUND STORY)
8"W X 8"H 3500 PSI CONC. MONO
FOOTING W/ (1) CONT. #5 REBAR
OVER STEM WALL SYSTEM (TYP)
8" CMU STEM WALL W/ (1) #5 VERTICAL
FOOTING REBAR @ 4'-0" O.C. UNLESS
SPECIFIED OTHERWISE ON STEM WALL
!I
PLAN IN 3500 PSI PUMP MIX (TYP.)
(
8"W X 12"H 3500 PSI THICKENED
EDGE W/ (1) #5 REBAR CONT.
- "-
• (HORZ.) AND (1) #5 (SEE FOUNDATION
lb
° PLAN FOR LOCATIONS),
DRILL, EPDXY, AND DOWELL
INTO MONO FOOTING
16"W X 24"H 3500 PSI
„
GRADE BEAM W/ (3)
°
CONTINUOUS #5
• °
REBAR (TYP.)
-
FOOTERS AT ST
`O 1 SCALE: 1/2"
O RAG E
2X6 #2 OR BETTER
SYP RAFTER
HETA16AT EACH
RAFTER W/ 1 1/2"
GALV. JOIST NAILS
12
12,
4" 3500 PSI CONC.
- SLAB W/10/10
6X6 W.W.F.
NOTE: 6 MIL VAPOR
BARRIER, OVER CLEAN,
TERMITE'TREATED,
COMPA4G FILL
MIN. 98% D15NSITY, TEST
REQUIRED) WHERE ALL
CONCRETEIMEETS SOIL
(2) 2X4 SPRUCE TOP
PLATE W/FLAT STRAP
TO 2X70 RIM JOIST W/
1 1/2" GALV. JOIST NAILS
2X8 LEDGER TO 2X4 SYP
STUDS W/ 3/8" X 4" GALV.
LAGS 0 16" O.C.
LRUZ26 AT EACH 2X6 RAFTER
TO 2X6 LEDGER W/ 1 1/2" GALV.
JOIST NAILS
2X6 #2 OR BETTER SYP RAFTER
RAFTER CONNECTION DETAIL
SCALE: 3/4" = V-O"
+13'-9"
TGP OF WALL
PLATE (FIELD '
VERIFY EXISTING RAFTER TO
NEW RAFTER W/ 16D -
COMMON NAILS @ 6" O.C.
+8'-8"
SECOND STORY'
+T-10"
TOPS -OF WALL - -
+6'-8
HEADER
HEIGHT
ADD (3) NEW 2X4 SYP
STUDS BELOW LVL BEAM
(SEE FRAMING PLAN)
NEW (2) 2X12 HEADER
W/ 112" PLYWOOD FLITCH
SHAVE AS HEIGHT NEEDED
1' CEILING HEIGHT
AT SECOND FLOOR
SECOND FLOOR
_ t0'-0"
FINISH FLOOR
3'-3"
ASSUMED GRADE
2X6 #2 OR BETTER SYP RAFTER @ 16" O.C.
2X6 CEILING JOIST/COLLAR TIE TO 2X6 RAFTER
W/ (4) 1 1/2" GALV. JOIST NAILS AT CONTACT - -
4
-501
(2) 2X4 SPRUCE TOP PLATE _
W/ SIMPSON SP4 -
2X4 SPRUCE BOTT. PLATE
W/ SIMPSON SP4
(2) 2X4 SPRUCE TOP PLATE W/
FLAT STRAP TO GABLE END STUDS - -
W/ 1 1/2" GALV. JOIST NAILS
2X4 CAT @ +48" O.C. (TYP AT LOAD _
BEARING WALLS OVER 48" TALL)
2X4 SPRUCE STUDS @ 16" O.C. (TYP) -
SIMPSON LU210 AT
SIMPSON LU210 AT EACH 2X10
EACH 2X10 FLOOR
FLOOR JOIST TO 2X10 RIM JOIST - -----
JOIST TO 2X10 RIM
W/ 1 1/2" GALV. JOIST NAILS
JOIST W/ 5/8" X 5"
GALV. CARRIAGE BOLT
@ 24" O.C.
2X4 SPRUCE STUDS @ 16" O.C. (TYP) - -- ---- -
8'W X 8"H 3500 PSI CONC. MONO FOOTING
W/ (1) CONT. W/ #5 REBAR DRILL, EPDXY,
AND DOWEL #5 X 12" REBAR MIN. 6" INTO
EXIST. BASEMENT WALL @ 48" O.0 (TYP)
12" X 5/8" J-BOLT W/ HD WASHER
@ 16" O.C. THROUGH 2X4
-- BOTTOM PLATE (TYP AT LOAD -
BEARING ON GROUND STORY)
8"W X 8"H 3101 PSI CONC, MONO
FOOTING W/ (1) CONT. #5 REBAR
OVER STEM WALL SYSTEM (TYP)
i
NOTE: 6 MIL VAPOR
BARRIER, OVER CLEAN,
TERMITE TREATED,
COMPACTED FILL
(MIN. 98% DENSITY, TEST
REQUIRED) WHERE ALL
CONCRETE MEETS SOIL
4" 3500 PSI CONC. SLAB
W/ 10/10 6X6 W.W.F.
8" CMU STEM WALL W/ (1) #5 VERTICAL
FOOTING REBAR @ 4'-0" O.C. UNLESS
SPECIFIED OTHERWISE ON STEM WALL --
PLAN IN 3500 PSI PUMP MIX (TYP.)
16"W X 24"H 3500 PSI
GRADE BEAM W/ (3)
CONTINUOUS #5
REBAR (TYP.)
- STRUC. BUILDING SECTION
(OL)SCALE:1/2' = 1'-0" -- -
(2) 2X4 SPRUCE TOP PLATE
W/ HIOAAT EACH NOTCHED
RAFTER W/ 1 1/2" GALV. JOIST
NAILS (OTHER SIDE)
SIMPSON 1/4" X 31/2" SDS SCREWS
@ 12" O.C. THROUGH BOTT. PLATE
(TYP ON SECOND FLOOR)
2X4 SPRUCE BOTT. PLATE
W/ SP4 AT STUDS W/
1 1/2" GLAV. JOIST NAILS (TYP)
(2) MTS16 (EACH SIDE) W/
- 1 1/2" GALV. JOIST NAILS
(2) 1 3/4" X 9 1/4" LVL BEAM
(SEE FLOOR FRAMING
PLAN FOR LOCATIONS)
04
SECOND FLOOR LOAD BEARING WALL DETAIL
4X8 OUTLOOKER
AT EACH LOAD -
BEARING WALL
(TO MATCH EXIST.)
H10AAT EACH
RAFTER W/ 1 1/2"
GALV. JOIST NAILS
TO 4X8 OUTLOOKER
SIMPSON SPH4 @ 8" O.C.
W/ 1 1/2" GALV. JOIST NAILS
(2) 2X4 SPRUCE TOP PLATE
W/ SIMPSON SP4AT STUDS
W/ 1 1/2" GALV. JOIST NAILS
_ 12" FLAT STRAP W/ 1 1/2"
GALV. JOIST NAILS
(2) 1/4" X 4" SIMSPON SDS SCREW
THROUGH PLYWOOD, RIM JOIST,
AND EACH LVL BEAM
I 20" FLAT STRAP W/
�- 1 1/2" GALV. JOIST NAILS
AT EACH STUD
DECKAND
BALCONY
HIDDEN FROM
VIEW
GALV.
TERMITE
SHEILD
REVIEWED FOE%'
CODE COMPU ACE
Flocs
SECTIONS AND DETAILS
i
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250, AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
WWW.GDCFLORIDA.COM
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ISSUED IN PROGRESS
ISSUED FOR REVIEW
ISSUED FOR BIDDING
ISSUED FOR PERMIT
ISSUED FOR
CONSTRUCTION
LIABILITY NOTE
THIS 15 THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
N
.e� i SST q'fE
10HN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
S-502
2X6 PT HANDRAIL TOP PLATE (TYP)
2X4 PT GUARD RAIL (TYP)
2X2 PT PICKET (TYP)
2X4 PT TOE RAIL (TYP)
4" 0 SPHERE SHALL NOT PASS
THROUGH PICKETS (TYP)
6X6 PT POST TO BOTT. OF
(2) 2X10 PT RIM JOIST
2X10 PT LEDGER
r---- W/ 3/8" X 4" GALV.
LAGS @ 16" O.C. (TYP)
(2) 1/2"0 X 9 1/2" GALV. CARRIAGE
-- BOLT W/ HO WASHER THROUGH
(2) 2X10 PT RIM JOISTAND PT 4X4 POST
DUXXBAK COMPOSITE DECKING '
W/ #7 X 1 5/8" S.S. SCREWS. (ALLOW
FOR 1" O.H. AT EXPOSED EDGES)
='I� SLOPE 1/8" PER 1'-0"
GX-M
SIMPSON APHH46 CONCEALED HANGER SIMPSON LU28 AT 2X8 PT JOIST
W/ (6) 1/4" X 3" SDS SCREW INTO LEDGER TO (2) 2X10 PT RIMJOIST W/ 2 1/2"
AND STUCTURAL WOOD SCREW / W GALV. JOIST NAILS
HEX -HEAD WASHER INTO RIM JOIST
(2) 5/8"0 X 9 1/2" GALV. CARRIAGE BOLT
W/ HD WASHER THROUGH (2) 2X10 PT
RIM JOIST AND PT 6X6 POST
DETAIL BALCONY
CO �� SCALE: 3/4" = V-0"
2X6 PT HANDRAIL TOP PLATE (TYP)
2X4 PT GUARD RAIL (TYP) -------------
4" 0 SPHERE SHALL 2X2 PT PICKET (TYP)
NOT PASS THROUGH
PICKETS (TYP) \
\ 2X4 PT TOE RAIL
6X6 PT POST TO BOTT. OF 2X10 PT
j RIM JOIST o
M
2X10 PT LEDGER W/ 114" X 2 314"
j TITEN SCREWS INTO CONC.
(2) 1/2"0 X 8" GALV. CARRIAGE 44,
- BOLT W/ HD WASHER THROUGH
2X10 PT RIM JOIST AND PT 4X4 POST
lop
SIMPSON LU210 AT 2X10 PT JOIST TO
2X10 PT LEDGER W/ 1 1/2" GALV. JOIST NAILS
Ua
SIMPSON LU210AT2X10PTJOIST TO(2)2X10 _
PT RIM JOIST W/ 2 1/2" GALV. JOIST NAILS
SIMPSON LSZ AT 2X12 STRINGERS TO (2) 2X6
PT RIM JOIST W/ 2 112" GALV. JOIST NAILS
h APPLY COLD TAR TO 6X6 PT POST
P WHERE POST WILL COME INTO - -
CONTACT W/ SOIL AND CONC. (TYP)
D
EMBED CB66 INTO CONC. AND
CONNECT TO 6X6 PT POST W/ -- ---
-_ N (2) 5/8" X T' MACHINE BOLT
D
D
v
v 24'W X 24'W X 16"H
D 3500 PSI CONC. FOOTING
• • • W/ (3) #5 REBAR LAPPING OVER (3) #5 REBAR (TYP
AT EACH POST)
% DETAIL @ DECK
0!— SCALE: 3/4" = 1'-0"
i
DUXXBAK COMPOSITE DECKING
W/ #7 X 1 518" S.S. SCREWS. (ALLOW --
FOR 1" O.H. AT EXPOSED EDGES)
a
(6) 2X12 PT STAIR
STRINGER @
16" O.0 (TYP.)
1 /2"0 X 9 1/2" GALV.
CARRIAGE BOLT W/ HD
WASHER THROUGH (2)
2X6 PT RIM JOIST AND
PT 6XI i POST
6" 0 SPHERE SHALL
NOT PASS THROUGH
TOE RAIL (TYP @ STEPS)
STAIRS:
RISE = 6 1/2"
RUN = 11 3/4"
v
0
D
D-
D
•
i
•
(2) 5/8"0 X 8" GALV.
CARRIAGE BOLT W/ HD
WASHERTHROUGH
2X10 PT RIM JOISTAND
PT 6X6 POST (TYP. AT
SINGLE RIM JOIST)
(2) 5/8"0 X 9 1/2" GALV.
CARRIAGE BOLT W/ HD
WASHER THROUGH (2)
2X10 PT RIM JOISTAND
PT 6X6 POST (TYP. AT
DOUBLE RIM JOIST)
- w0
0
1/2"0 X 91/2" GALV.
CARRIAGE BOLT W/
HD WASHER THROUGH -
(2) 2X6 PT RIM JOIST
AND PT 6X6 POST
D
SIMPSON LU28 AT 2X8 PT JOIST TO (2) 2X10
PT RIMJOIST W/ 1 1/2" GALV. JOIST NAILS
6X6 PT POST (TYP)
2X6 PT HANDRAIL TOP PLATE (TYP) -
2X4 PT GUARD RAIL (TYP) -
2X2 PT PICKET (TYP) -
2X4 PT TOE RAIL (TYP)
4" 0 SPHERE SHALL
NOT PASS THROUGH
PICKETS (TYP)
O WY 0
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(2) 2X6 PT RIM JOIST III
lie
1X PT STEPS
2X12 PT STRINGER @ 16" O.C. --�
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SIMPSON LU21 OAT 2X10 PT -
JOIST TO 2X10 PT RIM JOIST
W/ 1 1/2" GALV. JOIST NAILS
APPLY COLD TAR TO 6X6 PT POST
WHERE POST WILL COME INTO
CONTACT W/ SOILAND CONC. (TYF'
EMBED CB66 INTO CONC. AND
- CONNECT TO 6X6 PT POST W/
-- --- -- (2) 5/8" X 6" MACHINE BOLT (TYP)
6X6 PT POST AND ,
24'W X 24"W X 16" H
AT STAIR RAILING -- - - _-- _
(BEYOND) Y
V
-v
24'W X 24'W X 16"H
3500 PSI CONC. FOOTING
W/ (3) #5 REBAR LAPPING
OVER (3) #5 REBAR (TYP)
D_ ETAIL @ BALCONY AND DECK
(03 SCALE: 3/4" = 1'-0"
+11'-4"
TOP OFF
RAILING
+81 A 11
TOP OF
BALCONY
+2'-911 '
TOP OF �
RAILING
my TO.' tr
�I11 DECK
DECK AND BALCONY DETAILS
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
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ISSUED FOR PERMIT ■
ISSUED FOR
CONSTRUCTION ❑
LIABILITY NOTE
THIS IS THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTERTHE
ACCURACY OF ORIGINAL DRAWINGS.
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PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
S-503
FLASHING SEgUENCE : PART A PA
FLASHING SEQUENCE . PART B
tE
kNT
3ITIONS
--5/8" COX PLYWOOD
WINDOW INSTALLED PER
MANUFACTURE SPECIFICATIONS
6
TYVEK WEATHER RESISTANT
BARRIER, INSTALL PER
MANUFACTURE SPECIFICATIONS
5/8" COX PLYWOOD
6" WINDOW TAPE APPLIED
TO BOTH FLANGE/ FIN AND
EXTEND 8" EACH WAY
TYVEK WEATHER RESISTANT
—BARRIER, INSTALL PER
MANUFACTURE SPECIFICATIONS
TYPICAL FLANGE WINDOW DETAILS
FLANGE FRAME JAMB INSTALL W WOOD FLANGE FRAME HEAD INSTALL W / WOOD
BUCK BUCK
-. .SCALE: NTS I
SCALE:NTS
1X
FLANGE WINDOW HEAD 161L-
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FLANGE WINDOW SILL DETAIL
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FLANGE FRAME SILL INSTALLATION
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EXTERIOR
SHIM
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N �
TYVEK WEATHER RESISTANT
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Tyvek
TO BOTH FLANGE/ FIN AND
EXTEND VERTICALLY
_
SCALE:NTS
ITEAA'
65163 INTEGRAL FIN FRAME HEAD & JAMB
1
9521
_ _
2
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OPTIONAL FLANGE
3
9520
65164
INTEGRAL FIN FRAME SILL
4
9870
69870
BOX FRAME SILL
FIXED MEETING RAIL
5
7940
65102
6
7126.1
65103
MEETING RAIL REINFORCEMENT
9
7092
1 65105
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11
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65114
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5/18" LAMI GLASS NOMINAL
31
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1/8"ANN ALEDGLASS
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AIRSPACE
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1/8"TEM ERED OR ANNEALED GLASS
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36
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39
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6492
65112
GLAZING BEAD
41
8483
65148
SDL GLAZING BEAD
FLASHING SE(
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PER
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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WINDOW BUCK /FLASHING DETAILS
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GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250, AA#26003S65
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
W W W.GDCFLORIDA.COM
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ISSUED IN PROGRESS
ISSUED FOR REVIEW
ISSUED FOR BIDDING
ISSUED FOR PERMIT
ISSUED FOR
CONSTRUCTION ❑
LIABILITYNOTE
THIS IS THE PROPERTYOF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
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JOHN H. CRESWELL
PE #40940/ COA #30250
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
S-504
SDO1- IMPORTANT NOTE
1. OUTDOOR ENVIRONMENTS ARE GENERALLYMORE CORROSIVE TO STEEL. IF YOU CHOOSE TO USE ZMAXS OR HOG FINISH OR STAINLESS STEEL MATERIAL ON AN OUTDOOR PROJECT, YOU SHOULD PERIODICALLY IN PECT YOUR
CONNECTORS AND FASTENERS OR HAVEA PROFESSIONAL INSPECTION PERFORMED. REGULAR MAINTENANCE, INCLUDING WATERPROOFING OF THE WOOD USED IN YOUR OUTDOOR PROJECT IS ALSOA GOOD Pw CTICE.
2. COATINGS AVAILABLE:
2.1 ZMAX GALVANIZED (G185)1.85 OZ. OF ZINC PER SQUARE FOOT OF SURFACEAREA. (HOT -DIP GALVANIZED PER ASTM A60 TOTAL BOTH SIDES). THESE PRODUCTS REQUIRE HOT-0IP GALVNAIZED FASTENERS OFASI ENERS WHICH MEET
THE SPECIFICATIONS OF ASTM A153).
2.2 HOG - HOT DIP GALVANIZED: PRODUCTS ARE HOT -DIP GALVANIZED R FABRICATION 14GA AND THICKER). THE COATING WEIGHT INCREASES WITH MATERIAL THICKNESS. THE MINIMUM PE SPECIFIED COATING P IO C AFTER RICH_ ( )S CI CO G EIGHT IS 2A OZ. PER
SQUARE FOOT. (PER ASTM A723 TOTAL BOTH SIDES). THESE PRODUCTS REQUIRE HOT -DIP GALVANIZED FASTENERS FASTENERS WHICH MEET THE SPECIFICATIONS OF ASTM A153 .
2.3 Be - STAINLESS STEEL CONNECTORS ARE MANUFACTURED FROM TYPE 316L STAINLESS STEEL, AND PROVIDE GREATER DURABILITY AGAINST CORROSION. STAINLESS -STEEL NAILS ARE REQUIRED WITH STAINLE SSTEEL PRODUCTS,
AND ARE AVAILABLE FROM SIMPSON STRONG -TIE.
3. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN APPLICATIONS ALLOW THE USE OF ZMAX/HDG GALVANIZED CONNECTORS, USE HDG FASTENERS THAT MEETTHE SPECIFICA IONS OF ASTM A153 OR
EQUIVALENT COATING OFFERED ON SIMPSON STRONG -TIE FASTENERS.
4. DUE TO MANY VARIABLES INVOLVED WITH OUTDOOR CONSTRUCTION, SIMPSON STRONG -TIE CANNOT PROVIDE ESTIMATES ON SERVICE LIFE OF CONNECTORS, ANCHORS, OR FASTENERS.
S. TO OBTAIN OPTIMAL PERFORMANCE FROM SIMPSON STRONG -TIE PRODUCTS THE PRODUCTS MUST BE INSTALLED PROPERLYAND USED IN ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS AND DESIGN LIMB I PROVIDE BY SIMPSON
STRONG -TIE.
6. ALL INSTALLATION NOTES AND GUIDELINES WITHIN THE 00 CONSTRUCTIONC RRENT W D CONNECTORS CATALOG SHALL APPLY FOR THE CONNECTORS ANCHORS AND FASTENERS SHOWN.
U
7. SIMPSON STRONG TIE RESERVES THE RIGHT TO CHANGE THE SPECIFICATIONS, DESIGN AND MODELS SHOWN WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES
8. SIMPSON STRONG -TIE DOES NOT GUARANTEEE THE PERFORMANCE OR SAFETY OF PRODUCTS THAT ARE MODIFIED, IMPROPERLY INSTALLED OR NOT USED IN ACCORDANCE WITH THE DESIGN.
9. ALL REFERENCES TO BOLTS OR MACHINE BOLTS (MB) ARE STRUCTURAL QUALITY THROUGHT BOLTS (NOT LAG SCREWS OR CARRIAGE BOLTS) EQUAL TO OR BETTER ASTM A307, GRADE A BOLT HOLES SHALL BE AT L EAST AMINIMUM OF
1/32" AND NO MORE THAN A MAXIMUM OF 1/16' LARGER THAN THE BOLT DIAMETER PER ZD05 NDS SECTION 11.1.2.
10. UNLESS NOTED OTHERWISE, ALL REFERENCES TO STANDARD CUT WASHERS REFER TO TYPE A PLAIN WASHERS (W) CONFORMING TO THE DIMENSIONS SHOWN IN ASME B 18.22.1 FOR THE APPROPRIATE ROD SIZE .
11. UNLESS STATED OTHERWISE, SIMPSON STRONG -TIE CANNOTAND DOES NOT MAKE ANY REPRESENTATION REGARDING THE SUITABILITY OF USE OR LOAD -CARRYING CAPACITIES OF CONNECTORS INSTALLED WITH IMPROPER
FASTENERS.
"'NOTALL DETAILS SUPPLIED WILL BE IN USED. ALL DETAILS ARE NOT TO BE SCALED, ONLY USE AS REFERENCE.
INSTALLATION:
( - FOR HUC INSTALLATIONS, MODELS HAVE TRIANGLE AND
ROUND HOLES. TO ACHIEVE MAXIMUM LOADS, FILL BOTH
l ROUND AND TRIANGLE HOLES (FASTENERS QUANTITIES
I� LISTED FILL BOTH HOLES).
FOR INSTALLATIONS INTO SINGLE 2X HEADERS OR LEDGERS,
.I
USE THE SPECIFIED FULL LENGTH FASTENERS INTO THE
JOIST AND THE FOLLOWING FASTENERS INTO THE HEADER
F FOR REDUCED LOADS IN ACCORDANCE WITH
-IW W.STRO AILS FOR IN
- 10Dx1 U2 NAILS FOR INSTALLATIONS WITH NAILS
TYPICAL HUC INSTALLATION - SD # 9xI 112 FOR LUC26Z AND LUC21 OZ INSTALLATIONS
(LUC SIMILAR) WITH SD SCREWS
MODEL NO.
DIMENSIONS (IN.)
FASTENERS
NAILS
SD SCREWS
W
H
B
HEADER
JOIST
HEADER
JOIST
LU026Z
1 9/18
43M
13/4
6-1Ud
4-IOdAin
BSD+Nla 12
4SD 1�11n
LUC2102
1 Wi6
73M
13u
1610d
610tl1i11
fOSDf/BXt i/2
BSD4Wxi 12
HUC2622
31/8
5318
2,n
1Y18tl
610tl
-
-
HUCLB-2Z
311E
]
21n
14•i8tl
610tl
-
HUC210,2Z
SINS
813/18
2112
I&IW
IMW
-
-_
S008 A ABA ABU POST R S,E�
LI INSTALLATION:
--1 -ABA, ABU- FOR PRE -POUR INSTALLED
o ANCHORS. FOR SIMPSON STRONG -TIE
® EPDXY OR MECHANICAL ANCHORS,
.Q •D'� ( SELECT AND INSTALL IN ACCORDANCE
4
I.. NGTIE.COM.
01
WITH W W W PRODUCTS REQUIRE WASHERS
BETWEEN THE NUT AND THE BASE.
WASHERS ARE SUPPLIED WITHTHE
ABU
BUT
NOT
THE
ABA.
WHICH
ABA442 ABU44Z TYPICAL ABA INSTALLATION REQUIRES A STANDARD
CUT WASHER.
(ABU SIMILAR)
MODEL
NO.
DIMENSIONS (IN.)
ANCHOR
POST FASTENERS
PoS
SIZE
W
L
H
He
NAILS
SO SCREWS
MACHINE
BOLTS
QTY.
DIA
ASA44Z
4x4
3 9/16
3118
3 1/16
-
in
61W
"D 4911 in
-
ABW9Z
4x4
3 W16
3
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13/4
SM
12-1Btl
12SD#lNl IQ
2
1/2
ABA46Z
4A
3 Otis
53116
31/8
-
518
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SSD41W I2
-
ASU462
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3 W16
5
7
2W
518
12-Led
-
2
1/2
ABAS6Z
OW
51M
51/4
311E
518
9-16d
88D#IW in
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51/2
6
61116
1314
518
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-
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7112
7
7
2.5'8
1MU
-
-
SD13 PC. EPC POST CAPS
T'AAxeTT.a?ri"^`:t.
�L ININ TA LATION:
s - FOR END CONDITION,
SPECIFY EPC
• USE ALL SPECIFIED
FASTENERS.
L DO NOT INSTLL BOLTS
INTO PILOT HOLES.
PC TYPICAL EPC
INSTALLATION
DIMENSIONS ON.)
FASTENERS
MODEL
NO,
POST
SIZE
Wl
W2
L,
L2
L3
NAILS
SOSCREWS
POST
BEAM
POET
BEAM
PC
EPC
PC
EPC
PC41-16Z
GN
Sells
39/18
298
11
75118
618tl
12-18d
618d
�D
#10x1I
12-SD
#IOxt in
85D
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PC461SZ
4A
sane
SIM
2518
13
0114
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12-18tl
613tl
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512
51/2
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13
9114
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12.16tl
6+80
T
SD18 -TA TREAD ANGLE
eye
P
#
• O To.
TA9Z
(TA10Z LENGTH =101W) INVERTI
INSTALLATION:
- USE ALL SPECIFIED FASTENERS.
- FOR DOUBLE 2X6 TREADS, INSTALL TAIDZ
INVERTED WITH 4 SCREWS INSTALLED
INTO THE TREADS.
MODEL
FASTENERS
NO.
STRINGER
TREAD
TASZ
3SDS 114NI 10
2SOS 114" In
TA10Z
3SDS 114NI 10
44MS 1/4'x1117
TAIDZ
4308I9-kI lir
390E IMPXI I?
11 3•S - SLIR SDI. SD SKEWED J0lST tAL CkERS
A
� INSTALLATION:
THE JOIST MAYBE
O
SQUARE CUT
A I/I OR BEVEL CU
.
-THESE RANGE
Il
qSWILL
1 NORMALLY A
��1 %.
COMMODATE A40°
TO 50° SKEW.
U c
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SUL SKEWED LEFT HANGER TYPICALSUR
(SUR IS SKEWED RIGHT) INSTALLATION
MODEL NO.
JOIST SIZE
DIMENSIONS (IN.)
FA
TENERS
W
I H
I B
I Al
A2
HEADER
JOIST
SURA26Z
2306,9
19118
5
1 2
1 1 118
15MO
SAM
6.1odxl in
SUR8216Z
2x10, 12
1 911E
81re
2
1 119
1 5/i6
10.16d
10.10dxl IQ
SURI.210.2Z
(2)2x10, 12
3118
81111E
25/8
17118
2318
14-16d
6.16EI21/2
- EMBED INTO WET CONC ETE UP TO THE
BOTTOM OF THE 7" ST DOFF BASE PLATE. A
2' MINIMUM SIDE COVEAII�{j IS REQUIRED TO
OBTAIN THE FULL LOAD) HOLES IN THE
BOTTOM OF THE 9TR ALLOW FOR FREE
TYPICAL Pee
DIMENSIONS ON.
POST FASTENERS
MODEL NO.
W
L
H
HB
NAILS
SO SCREWS
MAC
SO
HINE
LTS
CITY.
DIA.
PB3NAHOG
3SM6
31M
0114
37116
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2
112
PBS66HDG
51/2
5318
012
31111E
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-
2
1n
FOR E D CONDITIONS,
SPEC FY EC'
- INS T SIMPSON STRONG -TIE
SDS 1 4"X2lrr SCREWS,
:•� WHIC ARE PROVIDED WITH
THE OLUMN CAP, WITH A 318"
HEX EAD DRIVER. SDS
SC
S INSTLL BEST WITH A
ryp� LOW PEED 1/2'ORILL
INSTALLATION -BEAM EPTH MUST BEA
NO
M 7".
MODEL NO.
BEAM
WITH
DIMENSIONS ON.)
NO. OF
SDS IMSn ln"
SCREWS
WI
W2
Ll
H
CCO
JECCO.
SEAM
POST
CC03E6HDG
31M
3114
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11
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16
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4x
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351E
11
81n
7
TB
14
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4x
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SIM
11
61n
7
16
14
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71/2
11
812
7
18
14
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61n
51n
11
8112
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16
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CC088HDG
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7112
,1
812
7
16
14
IA/2' MINIMUM FROM TOP OF LED, M NCT:AIII)!'' Ul 535
ROW SPACING
3- MINIMUM
G o
INSTALLATION:
-') -INSTALLSIMPSON
STRONG-TIE-TIESDS
4' TO 6" ONCENTER SPACING 1-10 MINIMUM WOOD SCREWS WI H
FROM END OF OF SDS WOOD SCREWS FROM BOTTOM A 319" HEX HEAD
LEDGER PER DESIGNER OFLEDGERAND DRIVER.
BANDJOIST - SDS SCREWS INSTA L
SDS LEDGER INSTALLATION BEST WITH A LOW
SPEED 1/2' DRILL.
SDS SCREW
SIZE (IN.)
MODEL NO.
THREAD LENGTH
(IN.)
lWx31/2'
SDS25312
21/4
1/4" x 5"
SDS2000
2 3/4
OUR,
006 _.
FASTENER NOTES:
THE SPECIFIED QUANTITY, TYPE AND SIZE OF
FASTENER MUST BE INSTALLED IN THE CORRECT
HOLES ON THE CONNECTOR TO ACHIEVE PUBLISHED
LOADS. INCORRECT FASTENER SELECTION OR
INSTALLATIONCAN COMPROMISE CONNECTOR
PERFORMANCE AND COULD LEAD TO FAILURE
FRAMING ANGLES
1, 151,
MISSION
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LS LS TOP VIEW TYPICAL LSSDZ INSTALLATION
MODEL NO.
L(IN)
FASTENERS
LS3D2
33M
610tl
Law
4 ]n
610tl
L570Z
63M
1610d
INSTALLATION:
-FIELD SKEWABLE; BEND ONETIME
ONLY.
-JOIST MUST BE CONSTRAINED
AGAINST ROTATION (FOR
EXAMPLE, WITH SOLID BLOCKING)
WHEN USING A SINGLE LS PER
CONNECTION.
50110 `..CEL POST BASES,
W, •'
INSTALLATIONS:
- INSTALL SIMPSON STRONG -TIE SDS
•
H
0
1 WOOD SCREWS, WHICH
V/s ,'
p
' 3 CO
SIDE COVER
ARERE PROVIDED WITH THE COLUMN
BASE, WITH A318" HEX HEAD
DRIVER. (LAG SCREWS WILL NOT
\ ACHIEVE THE SAME LOAD.)
- ALLOW CONCRETE TO CURE
BEFORE INSTALLATION OF HTE
j.
l
POST.
TYPICAL - FOR FULL LOADS, A MINIMUM OF 3"
SIDE COVER SHALL BE PROVIDED.
TYPICAL
CBSQ 1�0
_
INSTALLATION
MODEL NO.
POST
SIZE
DIMENSIONS ON.)
NUMBER OF
am SCREWS
W,
W2
D
H
CBSO44SDS2HDG
4x4
3 9/16
3112
7 Im
8 3/B
I4 114W
CBSO46S1062ND0
4A
39/16
65116
713116
811116
IISDS 114W
CBSOBBB062HD6
606
sin
51n
6 718
a 34
IP SDS 141
CBS0883DEDI
w
7in
5318
611E
81111E
12-SOS 1/4'k2"
CBSOBBSDS2H00
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7 1n
7 W8
6 118
611116
12SOS 1/492"
_ECC POST CAPS,
✓mdr:�a. so- x_u s., , .,.. ..
n � I
0 Y1/
CC ECC TYPICAL CC
INSTALLATION
INSTALLATION:
FOR END CONDITIONS, SPECIFY
ECC
- BOLT HOLES SHALL BE A MINIMUM
1/32" TO A MAXIMUM 1/16"
LARGER THAN THE BOLT
DIAMETER,
- CONTACT ENGINEERED WOOD
MANUFACTURERS FOR
CONNECTIONS THATARE NOT
THROUGH THE WIDE FACE.
- BEAM DEPTH MUST BE AT LEAST
AS TALLAS Hl.
MODEL NO.
BEAM
WITH
DIMENSIONS (IN.)
MACHINE BOLTS
W1
W2
L
H1
DIA.
BEAM
CC
ECC
CC
ECC
POST
CC3.1/4-4HDG
31n
31/4
35M
11
71M
612
W
4
2
2
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31n
31/4
Sin
11
7112
61/2
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♦
2
2
CC44HDG
4x
35/8
3N8
7
51n
4
5/8
2
1
2
CC66HDG
8x
51/2
51/2
ll
712
sin
5/0
4
2
2
0 0(=
00000
ROUND HOLES OBOUND HOLES HEXAGONAL HOLES TRIANGULAR HOLES DIAMOND HOLES
PURPOSE: TO FASTEN PURPOSE: TO MAKE PURPOSE: TO FASTEN A PURPOSE: TO INCREASE PURPOSE: To
A CONNECTOR. FASTEMIJOA CONNECTORTO ACONNECTOR'S TEMPORARALY FASTEN
FILLREOWREMEMS: CONNECTOR INA CONCRETE OR MASONRY. STRENGTH OR ACHIEVE ACONNECTOR TO
ALWAYS FILL, UNLESS TIGHT LOCATION FILL REQUIREMENTS: MAX STRENGTH. MASS INSTALLING
NOTED OTHERWISE. EANER. KWAYSRLLWHFH FILLREQUIREMENTS EASIER
FILLREQUIREMENT: MATENMGA WHEN THE DESIGNER FILLREOUIREMENTB:
ALWA.FIUL CONNECTORTO SPECIFIES SOX NAILING. NONE
CONCRETE OR MASONRY.
0 Q
C'A
SPEED PRONGS DOME NAILING DOUBLE SHEAR NAILING
USEATOTEMCRNBLY TIES FEATURE GUS1F8TfE TXENN.M NATMIIDN
POS ` m0. rw rrtGTIE,nET LAND TNE.ANGURUASIR PILOT HOLES
THEC/XJNECTORFOR HFMEOATAiS•. DMII✓m11.GE LMD
IPCERAROFASIFA .."O"TNOPOS SON TOL{yNGFKIIF8FIX1
W4TPLAnIX1 EMN J]Isr NOLL FOR MVXIFALTIRNG
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FASTENERS PEQUVEfl.
LSSU21OZ
%'M
NGES
SLOPE TO
453/B° lA OR DONN.
ren" b4441
INSTALLATION:
-LUS HANGERS INSTALL WITH DOUBLE SHEAR NAILING.
IU'
II[
- FOR INSTALLATIONS INTO SINGLE 2X HEADERS OR LEDGERS,
•
le
USE THE SPECIFIED FULL LENGTH FASTENERS INTO THE
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e
FOR REDUCED LOADS IN ACCORDANCE WITH
0
W W W.STRONGTIE.COM:
-1DOXx1 1/2 NAILS FOR INSTALLATIONS WITH NAILS
4
- SD #9x1 1/2 FOR LU328Z AND LUS21OZ INSTALLATIONS WITH
SD SCREWS
- SD 112 FOR LU326-2Z AND LUS210-2Z INSTALLATION8.
�-w-N 6
WITH
ITIH S so scREws
TYPICAL LUS28Z
LUS
INSTALLATION
SD07 - LSLI" LSSIJ A ILIST RLE'OISf
INSTALLATION -
FOLLOW 3-STEP INSTALLATION SEQUENCE
FOR SKEWED OR SLOPED/SKEWED
APPLICATIONS.
- DO NOT SUBSTITUTE 10OX1 112 NAILS FOR
FACE NAILS.
TO SEE AN INSTALLATION VIDEO ON THIS
PRODUCT, VISIT W W W.STRONGTIE.COM.
MODEL NO.
DIMENSIONS (IN.)
FASTENERS
W
H
A
HEADER
JOIST
LBU25Z
I SITS
4718
tin
6,10d
6101x1 i2
LSSUVR
I.W,B
sin
15M
10-101
7-10dx1112
INSTALLATION:
D " - BCS: INSTALL DOME. NAILS
qa If
ON BEAM; DRIVE NAILS AT
AN ANGLE THROUGH THE
BEAM INTO THE POST
�IU - BC: DO NOT INSTALL BOLTS
INTO PILOT HOLES.
BCS TYPICAL BCS INSTALLATION
(BC SIMILAR) (BCSIMILAR)
DIMENSIONS (IN.)
FASTENERS
MODEL
NO.
WMW20
L2
H1
H2
NAILS
SD SCREWS
BEAM
LONG
POST
FLANGE
BEAM
FLANGE
POST
FLANGE
BO42
71827/8
3
9
B-i8tl
8-16tl
BSD1iIox,-12
B9D1MOxl-1n
Elm
318
3/8
33M
33/8
12-ietl
1&IBd
-
BCSSVIZ
ISMS
We
2we
16/16215113
610tl
610d
84,D+�U-12
BSDiRH-112
BCS2+NSZ
318
27/8
36/16
215M812-18tl
618tl
-
INSTALLATION
N
FASTENERS
MODEL
NO.
NAILS
SOSCREWS
TOJOIST
TO BEAM
TO JOIST
iO BEAM
HlZ
68dx712
4-edx++n
BSD4Nx++n
4•SD#810 +n
H2.52
58tlX11n
69tlIT1 in
69D119x112
SSO #A11n
HIM
s1oIN11rz
s+amH 12
ssD#ex11n
ss0 wxl ,n
r
S
INSTALLATION:
- INSTALL SIMPSON STRONG -TIE SDS WOOD SCREWS WITH A 3/8' HEX
HEAD DRIVER. SDS SCREWS INSTALL BEST WITH A LOW SPEED HIGH
TORQUE DRILL.
-A STANDARD CUT WASHER (PROVIDED) MUST BE INSTALLED BETWEEN
THE NUT AND THE DTT2Z SEAT.
- BOLT HOLES SHALL BE A MINIMUM 1/32" TO A MAXIMUM 1/16' LARGER
THAN THE BOLTDIAMETER.
MODEL NO.
CL
ANCHOR Olk.
FASTENERS
DTTZZ
13116
in"
6SO6Ilexi tn'
DTT2Z
INSTALLATION:
USE ALL SPECIFIED FASTENERS.
/ Post
Deddng DM
(wo+a 1
MODEL NO.
DIMENSOINS.(IN.)
FASTENERS
NAILS
SD SCREWS
W
H
B
HEADER
JOIST
HEADER
JOIST
LUSNZ
1 WI 8
49/4
13/4
4-IW-
LUSSSZ
1 9/16
B6B
1314
6,10d
4-10d
SSDiWI¢1n
4-6D#Sx212
LUS210Z
1 S/18
719/16
1314
3-10d
4-10d
SSD11W21/2
4SDNW112
LUS26-2Z
91/8
47/8
2
418d
4161
4 fMOx21n"D#IW
112
LU52+0-2Z
31/6
9
2
6161
6letl
8S AMW 112
64 111W1
10d W
NAILS
STEP 1:
NAIL HANGER TO SLOPE -CUT
CARRIED MEMBER,
INSTALLING SEAT NAIL FIRST.
NOSEVELNECESSARYFOR
SKEWED INSTALLATION
INSTALL JOIST NAILS AT45 M'
ANGLE.
E
STEP 2:
STEPS;,
SKEW FLrWOE FROM O-45318°.
ATTACH HANGER TO THE
BEND OTHER FLANGE BACK
CARRYING MEMBER. ACUTE
ALONG CENTERUNE OF SLOTS
ANGLE SIDE FIRST(SEE
UNIX ITMEETS THE HEADER.
FOOTNNOTEI).NSTALLNALS
BEND ONE TIME ONLY.
ATANANGIE.
SDI - AC, LPC LICE POST CM
L
h INSTALLATION:
FOR I. I
I
- L IN PAIRS.
FOR INSTALLATIONS
ON MITERED CORNER
CONDITIONS, REFER TO
r W W W RONOM
W FOR MOR INFORMATION.
AC LPCZ TYPICAL LCE4Z
INSTALLATION
DIMENSIONS (IN.)
FASTENERS
MODEL NO,NAILS
W
L
SDSCREWS
BEAM
POST
BEAM
POST
ACV
3 HIS
6112
i4lw
I4lw
I"D#10x1'In
14SD#iNI to
ACBZ
sin
8112
14-16a
I4.1Sd
I"D#INIIQ
I4SD#iGxlin
LPC4Z
sells
3142
S-10d
B+IOd
BSD#BKttn
SSD#W In
LPCSZ
5.9116
5112
8isd
8.1Gd
-
LCE42
'5318
Wise
1618d
14SDIHW112
,OSD#lWln
017 - LSSC STAIR ST IN E I R CONNECTOR
• DECK FRAMING INSTALLATION:
-BEFORE FASTENING, POSITION
'
LSCZ THE STAIR STRINGER WITH THE
° " W STAIRS LSCZ ON THE CARRYING
/e STRINGER MEMBER TO VERIFY WHERE THE
BEND SHOULD BE LOCATED.
-TABS ON THE LSCZ MUST
POSITIONED TO THE INSIDE OF
THE STAIRS.
LSCZ THE FASTENER THAT IS
INSTALLED INTO THE BOTTOM
EDGE OF THE STRINGER MUST
LSCZ TYPICAL GO INTO THE SECOND -TO -LAST
INSTALLATION HOLE.
_�'
-A MINIMUM DISTANCE
MEASURED FROM THEE LOWEST
RIM -JOIST FASTENER TO THE
EDGE OF RIM JOIST IS
REQUIRED.
FASTENERS
MODEL
NAILS
SD Selsws
NO.
RIM JOIST
STRINGER
WIDE FACE
STRINGER
NARROW FACE
RIM JOIST STRINGER I STRINGER
WIDE FACE NARROW FAC
ED FOR
LSCZ S-10IN11n 3•,016111n ,-10mTl to 69DINx1 ,2 83DNWIM 1SDAGPlin REVIE
Oa
QOr1
O 2'
W diameter Rim
machine bogs or joist
faded rods With
nuts and washers
DTT2Z INSTALLED AS A LATERAL CONNECTOR
FOR A DECK GUARDRAIL POST.
Yx' dI3P1Mfir
HUG threatens
rod wish nuts
and washers
Co1RGnuous fleshing
(Per code), not shown
OfiGi; D'rr2
jGiG'7
DTT2Z INSTALLED AS A LATERAL CONNECTOR
FOR A DECK-TG+HOUSE LATERAL LOAD
CONNECTION.
MPLIANCE
WOOD CONNECTION DETAILS
fie= G7r�7►1
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT LLC
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: 863 467-1111
F: (863) 582-9574
WWW.GDCFLORIDA.COM
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ZE ,
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tA�W WO
LU
V Ia— 0 LLU
CO V
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pVI.—
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CL
a a
ISSUED IN PROGRESS ❑
ISSUED FOR REVIEW ❑
ISSUED FOR BIDDING ❑
ISSUED FOR PERMIT ■
ISSUED FOR
CONSTRUCTION ❑
L/ARIL/TYNOTE
THIS IS THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
00
do 94
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7
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10HN H. CRESWELL
PE #40940/ COA #302S0
C: (863) 467-1111
E: john@gdcflorida.com
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN SY
B.S. & K.W.
CHECKED BY
J.H.C.
DATE
9/4/2018
SHEET
S-505
1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND
EQUIPMENT NECESSARY FOR THE ISNTALLATION OFA COMPLETE
SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE FLORIDA
BUILDING CODE 6TH ED (2017) AND ALL OTHER APPLICABLE STATE,
COUNTYAND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE
FOLLOWING PUBLICATIONS: SMACNA; ASHRAE 15-2013, 34-2013, 62-
04, NFPA 70-14, 72-13, 9OA-15, 90B-15, 91-15, 96-14, ANSI Z21.10.1,
Z21.83.
2. THE CONTRACTOR SHALL PAYALL COSTS OF PERMIT, INSPECTIONS AND
ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF
THIS WORK.
3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH
OTHER TRADES.
4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT"
DRAWINGS.
5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE (5) COPIES OF
MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND
CONTROLS INCLUDED CONTRACT.
6, ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD
QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD
QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENTS
SHALL BE UL OR ETL LISTED. ALL INSTALLATIONS SHALL COMPLY WITH
FBC 6TH ED (2017), CH. 3, GENERAL REGULATIONS. BUILDINGS
LOCATED WITHIN 3,000 FT FROM THE OCEAN SHALL UTILIZE NON-
FERROUS MATERIALS FOR ALL OUTDOOR EXPOSED SUPPORTS,
STANDS, FASTENERS, ETC.
7. DUCTWORK:
A. METAL DUCTWORK SHALL BE GALVANIZED SHEETMETAL WITH
SEALED SEAMS AND JOINTS WITH EXTERNAL BLANKET INSULATION
R-6 MIN. THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL
DUCTWORK, HANGERS, AUX. SUPPORT STELL, ETC. ALL METAL
DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH LATEST
EDITION OFS.M.A.C.N.A.
B. ALL OUTDOOR EXPOSED DUCTWORK SHALL BE GALVANIZED,
DOUBLE WALL SHEETMETAL EQUAL TO UNITED MCGILL "K-27",
WITH MIN. R-8INSULATION AND SEALED SEAMS AND JOINTS. THE
CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK,
HANGERS, AUX. SUPPORT STEEL, ETC. PROVIDE SOLID LINER AND
COAT WITH TWO COATS OF CORROSION -RESISTANT PAINT OR
EQUIVALENT. PROVIDE OPTIONAL (OWNERS DECISION)
ALUMINUM OR STAINLESS STEEL CONSTRUCTION.
C. ALL FLEX DUCTSHALL BE RATED CLASS 1, UL-181 LISTED WITH
METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 WITH A
MAX. TOTAL LENGTH NOT TO EXCEED 15 FT. FLEXIBLE DUCTWORK
ELBOW SUPPORTS AT EACH DIFFUSER, GRILLE, AND REGISTER
EQUAL TO THE "FLEXFLOW ELBOW" AS MANUFACTURED BY
"THERMAFLEX".
D. ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED
IN LOCATIONS WHERE DEWPOINT CONDITIONS CAN OCCUR INSIDE
THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN.
E. ALL AIR CONDITIONING DUCT WORK ENCLOSED IN A CHASE SHALL
BE SHEETMETAL GALVANIZED WITH EXTERNAL BLANKET
INSULATION R-6 MIN. PROVIDE INNER LINER FOR THE FIRST 10
FEET OF THE MAIN TRUNKS CONNECTING TO THE UNIT AND
INCLUDING THE FIRST ELBOW OR AS INDICATED ON THE PLANS.
THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK,
HANGERS, AUX. SUPPORT STEEL, ETC.
ALL METAL DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH THE
LATEST EDITION OFS.M.A.C.N.A.
SPECIAL NOTE:
SMACNA DUCT PRESSURE CLASSES BASED ON OPERATING PRESSURE
ARE: 1/1 ", 1" 2", 3" 4", 6", AND 10". EACH DUCT SYSTEM SHALL BE
CONSTRUCTED FOR THE SPECIFIC DUCT PRESSURE CLASS SHOWN
ON PLANS. WHERE NO PRESSURE CLASS IS SPECIFIED FOR
CONSTANT VOLUME SYSTEMS, 1" W.G. PRESSURE CLASS 15 THE
BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS
REGARDLESS OF VELOCITY. WHERE NO PRESSURE CLASS IS
SPECIFIED FOR VARIABLE VOLUME SYSTEMS, 2" W.G. PRESSURE
CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA
STANDARDS FOR DUCTWORK UPSTREAM OF VAV BOXES.
ALL DUCTWORK SHALL BE SEALED TO SMACNA "HVAC DUCT
CONSTRUCTION STANDARDS" FOR ITS PRESSURE CLASS SEALING
METHODS.
8. ALL EXHAUST DUCTS AND OUTSIDEAIR DUCTS SHALL BE GALVANIZED
SHEET METAL WITH SEALED SEAMS AND JOINTS. ALL OUTSIDE AIR
DUCT SHALL BE INSULATED WITH EXTERNAL BLANKET ISULATION R-6
MIN. ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS
INSTALLED IN LOCATIONS WHERE DEWPOINT CONDITIONS CAN OCCUR
INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN.
9. OUTSIDE AIR INTAKES SHALL BE SCREENED WITH A CORROSION
RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. CIA INTAKES
SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FEET FROM
ANY CHIMNEY, VENT OUTLET OR SANITARY SEWER VENT OUTLET,
UNLESS SUCH VENT IS NOT LESS THAN 24 INCHES ABOVE THE OUTSIDE
AIR VENT. OUTSIDE AIR INTAKE VENTS LOCATED ON ROOFS WILL BE
PORPERLY MARKED WITH A UNIVERSAL MARKING "INTAKE",
PERMANENTLYATTACHED PER FBC 6TH ED (2017) MECH. 401.5.
10. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS.
11. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL
ALUMINUM CONSTRUCTION WIT HEXPOSED SURFACE OFF WHITE
BAKED ENAMEL FINISH OR AS SPECIFIED BYARCHITECT. DEVICES
SHALL BE AS SPECIFIED OR EQUAL TO TITUS OR METALAIRE. PROVIDE
OPPOSED BLADE DAMPERS AT ALL SUPPLYAND RETURN DIFFUSERS
AND REGISTERS TO ENSURE COMPLAINCE WITH FBC 6TH ED (2017)
MECH. 601.4 AND 603.18 FOR BALANCED AIR FLOW.
12. TEMPERATURE CONTROLS/THERMOSTAT -COLOR WHITE SHALL BE
COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO -HEAT -
OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES.
13. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER, ENGINEER
AND USER BEFORE INSTALLATION. INSTALL THERMOSTAT AT 60"A.F.F.
(GENERAL), 48" TO 60"A.F.F. PER A.D.A. REQUIREMENTS WHERE
APPLICABLE. MECHANICAL CONTRACTOR SHALL COORIDNATE WITH
ELECTRICAL CONTRACTOR ALL REQUIREMENTS FOR JUNCTION BOXES,
CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE
RESPONSIBILITIES AND SCOPE OF WORK FOR EACH TRADE PRIOR TO
ANY PURCHASES OR ISNTALLATION. WHENEVER THERE ARE MORE
THAN ONE SENSOR OR THERMOSTAT, SIDE BY SIDE, THEY SHALL BE
GANGED TOGETHER WITHIN THE SAME COVE PLATE WHEREVER
POSSIBLE. CONTRACTOR SHALL COORDINATE THIS ISSUE WITH
ARCHITECT/OWNER PRIOR TO INSTALLATION AND SHALL BRING ANY
DISCREPANCY TO THE ENGINEERS ATTENTION.
14. REFRIDGERANT LINES BE COPPER, TYPE "L"HARD DRAWN WITH
WROUGHT COPPER BRAZING -JOINT TYPE FITTINGS, USE BRAZING
MATERIALS FOR HIGH PRESSURE PIPING PER AWS. A5.8; BCUP SERIES
COPPER -PHOSPHORUS ALLOY OR BAgl SILVER ALLOY. REFRIDGERANT
LINES SHALL BE SIZED BY MANUFACTURER'S RECOMMENDATIONS.
SOFT COPPER TYPE "M"SHALL BE ALLOWED FOR RISER PIPING INSIDE
CHASE TO LIMIT NUMBER OF JOINTS. COORDINATE WITH ENGINEER
FOR PRIOR APPROVAL. ALL EXPOSED INSULATION SHALL BE
PROTECTED WITH UV RESISTANT PAINT OR ALUMINUM SHIELD.
15. ARMAFLEX INSULTAION SHALL BE USED FOR SUCTION LINES (1/2" FOR
ABOVE 40` F AND 1" FOR BELOW 40- F) PER FBC 67H ED (2017) FOR
PIPING INSULATION. FILTER/DRYER AND SIGHT GLASS SHALL BE
PROVIDED AT LIQUID LINES.
16. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/MANUAL VOLUME
DAMPERS. PROVIDE RADIUS ELBOWS WHERE FEASIBLE. SQUARE
ELBOWSAND TEESSHALL BE FURNISHED W/SINGLE FOIL TURNING
VANES. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT
ALL FLEX TAKE -OFFS. PROVIDE REMOTE, CABLE OPERATED VOLUME
DAMPERS IN INACCESIBLE AND HARD CEILING AREAS, "YOUNG
REGULATOR" OR EQUAL.
1 Z PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT
BEFORE START-UP. REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER.
18. PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL
SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON
PLENUM OF 2000 CFM OR ABOVE. FOR SMOKE DETECTORS NOT
VISIBLE IN CONCEALED SPACES, PROVIDE REMOTE
ANNUANCIATION/TEST STATION AS REQUIRED BY AUTHORITY HAVING
JURISDICTION, COORDINATE PRIOR TO INSTALLATION. DETECTORS
SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH
ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE
ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN
ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING
EQUIPMENTSERVING THAT COMMON PLENUM.
19. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS
DOORS IN ALL DUCTS AND OPENINGS PENETRATING FIRE RATED
WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT
SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT OUTSIDE
AIR INTAKES AS REQUIRED. PROVIDE RADIATION DAMPERS IN RATED
CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OR
GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. PROVIDE LOW -
LEAKAGE CLASS DAMPERS FOR ALL SITUATIONS WHERE THE AIRFLOW
CFM HAS TO BE CONTROLLED. VERIFYAND REPLACEAS REQUIRED FOR
EXISTING SYSTEMS.
20. HVAC CONTRACTOR SHALL PROVIDE A T&B REPORT. THE T&B REPORT
SHALL BE INDEPENDENT FOR SYSTEMS FOR ALL MECHANICAL
EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. THE TESTAND
BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE
COUNCIL STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL
SUPPLY GRILLES, RETURN GRILLES AND EXHAUST GRILLES AND THE
LEAVING AND ENTERING AIR TEMPERATURE (°F) FROM SUPPLY
GRILLES AND EVAPORATORS. FOR (EXISTING) SMOKE EVACUATION
SYSTEMS HVAC CONTRACTOR SHALL PROVIDE A T&B REPORT PRIOR TO
ANY NEW WORK, PROVING THAT THE SMOKE EVACUATION SYSTEM
PERFORMS PER ORIGINAL DESIGN DOCUMENTS AND IS COMPLIANT
WITH LOCAL CODE REQUIREMENTS.
21. RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED.
22. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50.
23. MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL
COMPLY WITH FBC 6TH ED (2017) MECH. 306.5 IF INSTALLED HIGHER
THAN 16 FEET A.F.F. MECHANICAL EQUIPMENT INSTALLED IN ATTICS
SHALL MEET THE REQUIREMENTS OF FBC 6TH ED (2017) MECH. 306.3
IF THE EQUIPMENT CAN NOT BE SERVICED/REMOTED THROUGH
REQUIRED OPENING. MECHANICAL EQUIPMENTSHALL BE PROTECTED
WITH MECHANICAL BARRIERS IF EXPOSED TO MECH. DAMAGE. ALL
EQUIPMENT SHALL BE INSTALLED ON 6" CONCRETE PAD AT GRADE
LEVEL.
SPECIAL NOTE:
ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR
INSTALLATION DETAILS FOR ROOF MOUNTED EQUIPMENTAS
REQUIRED BY FBC 6TH ED (2017), SEC. 1510, 1522 AND CH. 16,
SHALL BE PROVIDED BYSTRUCTURAL ENGINEER/ARCHITECT:
24. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE,
AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL,
PLAMBING, ELECTRICAL, FIRE SPRINKLER AND STRUCTURAL PLANS
AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND
PIPING OFFSETS BANDS AND TRANSITIONS SHALL BE REQUIRED TO
PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL
BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER. CHANGES IN DUCTWORK, SIZE AND ROUTE WILL BE
REQUIRED TO AVOID STRUCTURAL, PLUMBING, FIRE SPRINKLER AND
ARCHITECTURAL BUILDING FEATURES, DUCTWORK CHANGES MAY BE
MADE BY CONTRACTOR USING EQUVVVALENT SIZED DUCT. CONTACT
ENGINEER IF DUCT AREA WILL NOT FIT.
25. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO
BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS
OR EQUIPMENT, IN ORDER TO PROVIDE FULLY INTEGRATED
MECHANICAL AND CONTROLS SYSTEMS WITH THE EXISTING ONES.
ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND PLANS, OR
ADDITIONAL CLARIFICATION REQUIRED SHALL BE BROUGHT TO THE
ATTENTION OF ENGINEER PRIOR TO FINAL BIDDING AND WORK.
26. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR
PLENUMS OR ABOVE CEILINGS USED AS RETURN AIR PLANUM. IF
SPACE WITH RETURN AIR PLENUM HAS ANY DECK TO DECK
PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. WHEN CPVC
PIPING IS USED FOR FIRE SPRINKLER SYSTEMS, THE R/A GRILLES
LAYOUT SHALL BE (FIELD) COORDINATED WITH SUCH PIPING SO THAT
NO PORTION OF THE GRILLES WILL BE DIRECTLY BELOW THE CPVC
PIPING.
27. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING
PLANS. IF NOT SPECIFIED USE TYPE "L" COPPER OR PVC WHERE
ALLOWED BY CODE WITH 1/2"ARMAFLEX INSULATION. PROVIDE
APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO
AUTOMATICALLY SHUTDOWN THE AIR COND. UNIT, AS A SECONDARY
DRAIN SYSTEM TO COMPLY WITH FBC 6TH ED (2017) MECH. 307
SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD
CONDITIONS OR INSTALLATION CHANGES AND PIPE TO CONDENSATE
DRAIN PER PLUMBING PLANS.
28. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE
WARRANTY FOR A PERIOD OF (1) ONE YEAR AFTER BUILDING L.O. FOR
ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS ACCESSORIES
AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE
DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE
WARRANTY FOR COMPRESSORS FOR (5) FIVE YEARS. ANY REPAIRS
REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING NON-
OPERATIONAL PERIODS OR AS AGREED WITH OWNER.
x
SUPPLYAIR REGISTER (CEILING)
zRETURN
AIR GRILLE (CEILING)
®
SUPPLYAIR REGISTER (WALL)
m
RETURN AIR GRILLE (WALL)
LINEAR DIFFUSER
MANUAL VOLUME CONTROL DAMPER
REDUCER OR INCREASER
FLEX DUCT
OR
.B.
FLEX DUCT JUCTION BOX
SUPPLY/OUTSIDE AIR SECTION (UP)
P
�.�
SUPPLY/OUTSIDE AIR SECTION (DOWN)
N
RETURN /EXHAUSTAIR SECTION (UP)
P
RETURN/EXHAUSTAIR SECTION
(DOWN)
N
ROUND UP
SOLENOID VALVE
CEILING OR INLINE EXHAUST FAN
T
THERMOSTAT
H
HUMIDISTAT
REFRIDGERANT SENSOR
STATIC PRESSURE SENSOR
ODD
DUCTSMOKE DETECTOR
SUPPLYAIR
RETURN AIR
U/C
DOOR UNDER CUT (RETURN AIR)
AHU AIRIUiANDLERUNIT
ACCU AIR CONDITIONING
CONDENSING UNIT
AC AIR CONDITIONING
AFF ABOVE FINISH FLOOR
BDD BACK DRAFT DAMPER
CD CONDENSATE DRAIN -
COP COEFFICIENT OF PERFORMANCE
DB DRY BULB
DIA, DIAMETER
E EXISTING TO REMAIN
EER ENERGY EFFICIENCY RATIO
EDH ELECTRIC DUCT HEATER
EF EXHAUST FAN
ESP EXTERNAL STATIC PRESSURE
F FILTER
FD FIRi DAMPER
FLA FULL LOAD AMPS.
FMS FLgW MEASURING STATION
IPLV INTEGRATED PART -LOAD VALUE
MCA MI�IMUMORCUITAMPS (FOR WIRE SIZING)
MOD MANUALLY OPERATED DAMPER
MOCP MAXIMUM OVERCURRENT PROTECTION DEVICE AMPS
NC NO+SE CRITERIA
0/A 0 SIDEAIR
OBD OPPOSITE BLADE DAMPER
PD PRESSURE DROP
R EXISTING TO BE RELOCATED
R/A RETURN AIR
RLA RATED LOAD AMPS.
SEER SEASONAL ENERGY EFFICIENCY RATIO
75P TOTAL STATIC PRESSURE
VD VOLUME CONTROL DAMPER
VFD VARIABLE FREQUENCY DRIVE
WD W T BULB-- - -- - - -- _-
-1 1 r HVAC DUCT DETAILS
CORNERANGLE
ELBOW
TURNING VANES
TEE
N.T.S.
HANG ALL DUCT PER SMACNA STANDARDS
x
*4 *4
CHANNEL STRAP&SADDLE
TURNING
CH)
WORKMANSHIP AND MATERIALS SHALL 8E IN STRICT ACCORDANCE WITH
FBC 6TH ED 12017), APPLICABLE LOCAL CODES, RULES AND ORDINANCES.
N.T.S.
AIR FLOW
L=1/4W,
L= 1A W, PROVIDE L 4" MIN. --
STANDARD 450 4" MINf VOLUME STANDARD 450 TRAoHROAT
RECTANGULAR BRANCH DUCTZDAMPER RECTANGULAR
BOOT CONNECTION BOOT CONNECTION
(<25% FLOW IN BRANCH) (<25% FLOW IN BRANCH) (>25% FLOW IN BRANCH)
WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC 6TH ED (2017), APPLICABLE LOCAL CODES RULES AND ORDINANCES.
N.T.S.
TO ROUND
ADAPTER
GYPSUM
BOARD
NYLON DRAWBRAND
AND MASTIC AT
EACH CONNECTION
LOUVERED FACE
CEILING DIFFUSER
TYPICAL DIFFUSER DETAIL
LOCKING QUADRANT
TO BE EXPOSED
TIE TO STRUCTURAL SUPPORTS -
2" WIDE METAL BAND SUPPORT -
FLEXIBLE DUCT WITH -
INSULATION & VAPOR BARRIER
SQUARE TO ROUNDADAPTER�
SUSPENDED TYPE CEILING SYSTEM
VOLUME
v
�- -- GALVANIZED STEEL ROD OR
STRAP SUPPORTS PER SMACNA STANDARDS
MAIN SUPPLYAIR DUCT,
SEE PLANS FOR
TYPE AND INSULATION
SIDE TAKE -OFF FITTING WITH DAMPER,
BELL MOUTH OR SHOE TAP TYPE
_ 1-1 /2" x 1-1/2" x 118" GALVANIZED
ANGLE PR STRAP PER SMACNA
i --- CONNECT INNER DUCT WITH DRAVVBRANDAND SEAL
WITH TAPE/MASTIC OUTERDUCTAT NECK CONNECTION
PROVIDE THERMAL INSULATION BLANKET
IF INSTALLED IN UNCONDITIONED SPACE
LOUVERED FACE CEILING DIFFUSER
WITH 2' x2' LAY -IN ALUMINUM PANEL
WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC 6TH ED (2017), APPLIG48LE LOCAL CODES, RULES AND ORDINANCES.
REVIEWED
CODE COMPLI NC
ST. LUCpIE COUNT'], "
BOCC
NOTES, SYMBOLS
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GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
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ISSUED IN PROGRESS
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ISSUED FOR
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LIABILITY NOTE
THIS IS THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE fOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
MECHANICAL
CERTIFICATION:
PER MY REVIEW THESE PLANS FOR
THE PROPOSED PLANS ARE IN
CONFORMANCE WITH F.B.C. 2017,
MECHANICAL, AND THE 2017
FLORIDA ENERGY EFFICIENCY CODE
BY:
CONTRACTOR PRINTED NAME
SIGNATURE
FLORIDA LICENSE NUMBER
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN SY
D.F.W.
CHECKED BY
S.M.K.
DATE
9/4/2018
SHEET
M-001
HATCH REPRESENTS
NO WORK TO BE DONE
I
/
7
1XI
/
C
DOWN TO
FOYER
I
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EXISTING
AHU-1 IN ATTIC
(FIELD VERIFY LOCATIOO
N -
AND DUCTWORK)
SX41 W��yv\
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39 CFM
4"
MECHANICAL PLAN @ SECOND FLOOR
- - - - -
F
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EXISTING EXHAUST FAN VENT
PIPE 7HRU ROOF. (FIELD VERIFY
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I
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PROPOSED
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Fp��
y 8X84W 7"0
122 CFM
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DOWN TO
UTILITY ROOM
I. A/C SYSTEM EQUIPMENT IS EXISTING, DUCTWORK TO BE EXTENDED
FROM AHU-1 TO SERVICE ADDITION AND MODIFIED TO SERVICE
RENOVATED ROOMS. FIELD VERIFYALL EXISTING DUCTWORK AND
VERIFY ANY CHANGES NEEDED TO EXISTING DUCTS WITH OWNER
PRIOR TO ANY PURCHASES OR INSTALLATION.
1. CONTRACTOR SHALL VERIFY WITH OWNER PRIOR TO ANY
PURCHASING OR INSTALLATION OF EQUIPMENTAND EXPLAIN ANY
BUILDING STANDARDS OR CODES REQUIRING ADHERENCE IN THE
SELECTION OF SAID EQUIPMENT. CONTRACTOR SHALL PROVIDED
OWNER WITH AND EXPLAIN EQUIPMENT OPTIONS.
3. ALL SUPPY& RETURN AIR DROPS WILL HAVE BUTTERFLY BALANCING
DAMPERS AT INLET OF CAN. ACCESSIBLE THRU REGISTER FOR TEST
AND BALANCE CONTRACTOR.
4. CERTIFIED TEST & BALANCE BYAN INDEPENDENT CONTRACTOR
WILL BE MANDATORY FOR FINAL INSPECTION.
REVIEWED FOR
CODE COMPLIANII
Sloe LUCIE COUNT
OCC
MECHANICAL PLAN @,SECOND FLOOR
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250,AA#26003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
W W W.GDCFLORIDA.COM
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ISSUED IN PROGRESS
ISSUED FOR REVIEW ❑
ISSUED FOR BIDDING ❑
ISSUED FOR PERMIT ■
ISSUED FOR
CONSTRUCTION ❑
L/AB/L/TYNOTE
THIS IS THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND 15
NOT TO BE REPRODUCED OR COPIED IN
W HOLE OR IN PART. IT IS NOT TO BE USED ON
ANY OTHER PROJECT AND IS TO BE RETURNED
UPON REQUEST.
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
MECHANICAL
CERTIFICATION. -
PER MY REVIEW THESE PLANS FOR
THE PROPOSED PLANS ARE IN
CONFORMANCE WITH F.B.C. 2017,
MECHANICAL, AND THE 2017
FLORIDA ENERGY EFFICIENCY CODE
BY:
CONTRACTOR PRINTED NAME
SIGNATURE
FLORIDA LICENSE NUMBER
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN SY
D.F.W.
CHECKED BY
S.M.K.
DATE
9/4/2018
SHEET
M-102
PART I -GENERAL
A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH
DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL
NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF
THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN.
B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND
COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF.
C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY
HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS
LISTED BELOW ARE UTILIZED IN THIS PROJECT.
1. NATIONAL ELECTRICAL CODE (NFPA-70)
2. CODE FOR SAFETY TO LIFE (NFPA-101)
3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-71)
4. UNDERWRITERS' LABORATORIES (UL)
5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
7. FEDERAL SPECIFICATION (FED. SPEC.)
S. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA)
9. FLORIDA BUILDING CODE. 6TH EDITION (2017)
10.INSTITUTE OFELECTRI LANDELECTRONICENGINEERS IEEE CA (IEEE)
11. SAINT LUCIE COUNTY BUILDING CODE. (AMMENDMENTS TO FLORIDA BUILDING CODE 6TH EDITION (1017))
12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970
(OSHA)
D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT.
CONFIRM WITH OWNER'S REPRESENTATIVE.
E. IT /S NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND
INSTALL REQUIREMENTS NECESSARY FOR S ALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQ EQUIPMENT TO BE PLACED IN
PROPER WORKING ORDER.
F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM
DATE OF ACCEPTANCE.
G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY
OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY.
H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE
WORK.
!. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR
TO BEGINNING WORK OR ORDERING EQUIPMENT.
J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL
AND CONNECT COMPLETE.
PART 2 - PRODUCTS
A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98%
CONDUCTIVITY, COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTED.
B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED.
C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL
ENCLOSURES FOR OTHER CLASSIFIED AREAS.
D. RIGID NONMETALICCONDUIT SHALL BE SCHEDULE 40 PVC.
E. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE.
F. PANELBOARDS:
1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER.
2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE.
3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD"
4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE.
5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES.
6. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 114" ENGRAVED LETTERING FOR PANEL IDENTIFICATION.
Z ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS.
G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS,
NEMA 3R FOR OUTDOOR LOCATIONS OR AS OTHERWISE NOTED.
H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE.
1. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIENT.
DESCRIPTION
QUANTITY DEMAND (W)
NON DEMAND (W)
GEN. LIGHTING (3XUVING Fr)
2908 8724
0
KITCHEN SMALL APLIANCE
2 3000
0
BATHROOM CIRCUIT
3 4500
0
DRYER
1 5000
0
WATER HEATER
1 4500
0
DISHWASHER
1 1200
0
REFRIGERATOR
2 3000
0
MICROWAVE
1 1000
0
UPSTAIRS AHU
1 0
6000
DOWNSTAIRSAHU
1 0
4800
LAUNDRY CIRCUIT
1 15GO
0
POOL PUMP
1 1850
0
HOT TUB PUMP
1 1850
0
WELL PUMP
1 1000
0
SUMP PUMP
1 740
0
TOTAL DEMAND:
37,864 W
FIRST 10,000 @ 100%:
10,000 W
REMAINDER @ 40%:
11,146 W
TOTAL ADJUSTED DEMAND:
21,146 W
TOTAL NON DEMAND:
10,800 W
TOTAL LOAD:
31,946 W
TOTAL LOAD/240 V
PART 3 - EXECUTION
A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS:
1. 2081120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUIRAL) CONDUCTOR;
WHITE. GROUNDING CONDUCTORS SHALL BE GREEN.
2. 4801277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: I BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL)
CONDUCTORS; GREY. GROUNDING CQQNDUCTORS SHALL BE GREEN.
3. BRANCH CIRCUIT WIRING, AND ; ALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4
AND LARGER) SHALL BE CODED A ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBO S) USING COLOR MARKERS OR PLASTIC TAPE
MANUFACTURED FOR THE PURPOSE.
B. WIRING METHODS:
1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY
PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT YPE
OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE.
1. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW
SLABS ON GRADE.
3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR
CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
C. ELECTRICAL SYSTEM SHALL BE COMPLETEpND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES.
D. ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM
SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEERIARCHITECT.
E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY
COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK.
G. PROVIDEAND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED.
H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST
OFAPPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE.
L CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER
ELECTRICAL ITEMS FOR APPROVAL BY EN�GINEERIARCHITECT.
J. CONTRACTOR SHALL BE RESPONSIBLE FORI,ALL CUTTING AND PATCHING REQUIRED OF HIS WORK.
K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER.
L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING.
M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY
OF THE ELECTRICAL CONTRACTOR,
N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SCHEDULES TO PREVENT VOLTAGE DROP EXCEEDING
3% AT THE FARTHEST DEVICE. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER
SIZE, WHICHEVER IS GREATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WIRE SIZE. FOR BID
PURPOSES, INCREASE WIRE BY ONE (1) 41(IRE SIZE FOR RUNS 100 FT TO 200 FT. AND TWO (2) WIRE SIZES FOR RUNS OVER 200 FT.
0. FEEDER CONDUCTORS SHALL BE INCREASED FROM SIZES INDICATED ON RISER DIAGRAM TO PREVENT VOLTAGE DROP EXCEEDING 2%. LOADS FOR
DETERMINING CONDUCTOR SIZE SHALL JE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER.
P. THE CONTRACTOR SHALL CONFIRM WI; THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT
REQUIREMENTS AND METERING EQUIP ENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE
RESTRICTIONS THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION.
Q. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK.
R. PER NEC 21aB(B)(3) ALL 15- AND 20-AMPERE,125-VOLT RECEPTACLES IN NONDWELLING-TYPE KITCHENS TO BE GFCI PROTECTED.
S. ALL BRANCH CIRCUITS THAT SUPPLY 120-VOLT, SINGLE-PHASE, 1S- AND 20- AMPERE OUTLETS INSTALLED IN KITCHEN, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRYAREAS, AND
SIMILAR ROOMS OR AREAS SHALL HAVE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION IN ACCORDANCE WITH FBC 6TH EDITION (2017)
RES. E3902.16.
T. PROVIDE A MIN. OF 36" CLEARANCE IN FRI NT OF ALL 110-208 VOLT PANELS AND MIN, 42" CLEARANCE IN FRONT OFANY240-480 VOLT PANEL.
PROVIDE ADEQUATE SIDE CLEARANCE PER NEC.
FANS DESCRIPTION LAMPS VOLTAGE MOUNTING
TYPE WATT
CEILING FAN 65 120 FLUSH
CEILING FAN WITH LIGHTS LED 80 120 FLUSH
CEILING DESCRIPTION LAMPS VOLTAGE MOUNTING
LIGHTS TYPE WATT
(v) PENDANT LIGHT FIXTURE LED 10 120 HANGING
® 6" CAN LIGHT LED 10 120 RECESS
RECESSED HEAT LAMP - INCANDESCENT 250 120 RECESS
aP 6" VAPOR PROOF LED 10 120 RECESS
VENT FAN WITH LIGHT LED 40 120 FLUSH
12" x 48" FLAT PANEL LIGHT LED 35 120 FLUSH.
24" x 48" FLAT PANEL LIGHT LED 70 120 FLUSH
12" x 24' FLAT PANEL LIGHT
LED
35 -
120
FLUSH
TRACK LIGHT
LED
70
120
FLUSH
OCEILING
LIGHT FIXTURE
LED
15
120
FLUSH
CEILING LIGHT FIXTURE
LED
15
120
FLUSH
WALL
LIGHTS S
DESCRIPTION
LAMPS
VOLTAGE
MOUNTING
TYPE
WATT
s
CARRIAGE LIGHT
LED
15
120
SURFACE
�-�--b
(3) VANITY LIGHT
LED
30
120
SURFACE
(5) VANITY LIGHT
LED
50
120
SURFACE
WALL MOUNTED LIGHT
LED
15
120
SURFACE
FLOOD LIGHT
LED
20
120
SURFACE
NOTES:
1. VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES.
2. MOUNT AT 7'-6"ABOVE STAIR LANDING.
3. PROVIDE FIXTURE WITH ACCESSORY WIRE GUARD.
4. INSTALL FIXTURE ON SINGLE STEM ADJUSTABLE SWIVEL HANGERS WITH BOTTOM OF FIXTURE AT 10'-01'.
5. PROVIDE ALL FLUORESCENT FIXTURES THAT UTILIZE DOUBLE -ENDED LAMPS AND CONTAIN BALLAST'S WITH A
BUILT-IN MEANS TO DISCONNECT THE BALLAST FROM THE SOURCE OF SUPPLY.
6. VERIFY BALLAST REQUIREMENTS FOR ALL FLUORESCENT FIXTURES. PROVIDE ELECTRONIC DIMMING BALLASTS
FOR SPECIFIC FIXTURES INDICATED WITH DIMMER CONTROL.
UTILITY COMPANY
PAD MOUNTED TRANSFORMER
#2
REMARKS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
I AET10V
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
REMARKS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
SEE OWNER FOR SPECIFICATIONS
IR SCANNER SEE OWNER FOR SPECIFICATIONS
NO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE
CONTAINED IN THESE DOCUMENTS WILL BE CONSIDERED
WITHOUT PRIOR REVIEW AND/OR APPROVAL BY THE
DESIGNER AND ELECTRICAL ENGINEER.
EXTERIOR OF BUILDING
REPOSITIONED
EXISTING
200 AMP
METERIMAIN
COMBO
G
BARE
)ROUND
I TIED TO
-L REBAR
/ATER PIPE
EXISTING
PAD MOUNTED
EMERGENCY
GENERATOR
EXISTING SHC. 80
(WIRE SIZING PER NEC)
Q TELEPHONE OUTLET
v DATA OUTLET
® TELEVISION OUTLET
20AMPSINGLE RECEPTACLE (NEMA5-20R)
20 AMP DUPLEX RECEPTACLE (NEMA 5-20R)
' 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R)
240 V OUTLET
20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR
MOUNTED, PROVIDE BRASS COVER PLATE AND CARPET
xP FLANGE
®. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED
SPECIAL-PURPOSE RECEPTACLE
A BELOW ® SPECIAL-PURPOSE RECEPTACLE MOUNTED 0 RAISED
FLOOR
EXHAUSTFAN
® EXHAUST FAN WITH LIGHT
SINGLE POLE 20 AMP SWITCH MOUNT 46" A.F.F. TO
CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED
3-WAY, 20 AMP SWITCH, MOUNT 46" A.F.F. TO CENTERLINE
OF THE SWITCH UNLESS OTHERWISE NOTED
4-WAY, 20 AMP SWITCH, MOUNT 46" A.F.F. TO CENTERLINE
OF THE SWITCH UNLESS OTHERWISE NOTED
SINGLE POLE, 20 AMP SWITCH, WITH DIMMER, MOUNT 46" A.F.F.
o TO CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED
y OCCUPANCY SWITCH, MOUNT 46" A.F.F. TO CENTERLINE
p/.ro OF THE SWITCH UNLESS OTHERWISE NOTED
Q WALL MOUNTED DUAL TECHNOLOGY MOTION SENSOR
O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR
® DISCONNECT/STARTER (SEE MECHANICALIPOWER PLAN)
PANEL (SEE SCHEDULE FOR SIZE AND TYPE)
'E_� SUB PANEL (SEE SCHEDULE FOR SIZE AND TYPE)
SMOKE DETECTOR
® SMOKE DETECTOR, CO DETECTOR COMBO
[�] METER MAIN COMBO (SEE SCHEDULE FOR SIZE AND TYPE)
0-) JUNCTION BOX
GFCI - GROUND FAULT CIRCUIT INTERRUPT;
IG - ISOLATED GROUND;
AFCI - ARC FAULT CIRCUIT INTERRUPTER;
S - INTERGRAL SWITCH;
WP-WEATHERPROOF;
XP - EXPLOSIONPROOF;
GD - MULTIFUNCTION GARAGE DOOR SWITCH;
� INTERIOR
OF
BUILDING
BASEMENT
EXISTING SHC. 80
(WIRE SIZING
PER NEC) ,
EXISTING SHC. 80
(WIRE SIZING -� -
PER NEC)
EXISTING
AUTOMATIC
TRANSFER
SWITCH
EXISTING
200 AMP
PANEL
„A"
SCHD 80, TO "A" PANEL
(THRU WALL AND DOWN TO BASEMENT)
REVIEWED FOI
CODE COMPLIAI
ST. LUCIE/+COM
BOCC
A
NOTES, SYMBOLS
GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC
COA#30250,AA826003565
502 NW 2ND STREET, OKEECHOBEE,
FLORIDA 34972
P: (863) 467-1111
F: (863) 582-9574
WWW.GDCFLORIDA.COM
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CONSTRUCTION ❑
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THIS IS THE PROPERTY OF GREEN DESIGN
CONSTRUCTION & DEVELOPMENT, LLC AND IS
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WHOLE OR IN PART. IT IS NOTTO BE USED ON
ANY OTHER PROJECTAND IS TO BE RETURNED
UPON REQUEST,
SCALES AS STATED HEREIN ARE FOR
REFERENCE ONLY AS NORMAL
REPRODUCTION PROCESSES MAY ALTER THE
ACCURACY OF ORIGINAL DRAWINGS.
ELECTRICAL
CERTIFICATION;
PER MY REVIEW THESE PLANS FOR
THE PROPOSED PLANS ARE IN
CONFORMANCE WITH F.B.C. 2017,
ELECTRICAL, AND THE 2017
FLORIDA ENERGY EFFICIENCY CODE.
BY:
CONTRACTOR PRINTED NAME
SIGNATURE
FLORIDA LICENSE NUMBER
REVISION
WRITTEN DIMENSIONS ON
THESE DOCUMENTS SHALL
TAKE PRECEDENCE OVER
ALL SCALED DIMENSIONS.
DRAWN BY
D.F.W.
CHECKED BY
S.M.K.
DATE
9/4/2018
SHEET
E-001